4th International Conference on Earthquake Geotechnical Engineering
Index by Author Name
Thessaloniki, 25-28 June 2007
Aristotle University of Thessaloniki
Laboratory of Soil Mechanics, Foundation and Geotechnical Earthquake Engineering
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Preface
Plenary Sessions
Index by Author Name
Index by Paper ID
Committees
Scientific Program
Keynote Lectures
| Author | Title | ID | |
| ABADI M. | Effect of silt content on the undrained anisotropic behaviour of sand in cyclic loading | 1506 | |
| ABDEL RAHEEM S.E. | Seismic Protection of Cable-Stayed Bridges under Multiple-Support Excitations | 1361 | |
| ABDELGHANY Y. | Helical Screw Piles (HSP) Capacity for Axial Cyclic Loadings in Cohesive Soils | 1567 | |
| ABDOLLAHZADEH DARZI G. | Damping effect on elastic input energy | 1643 | |
| ABE A. | A 3-D VISUALIZATION SYSTEM FOR LARGE-SCALE EXPERIMENTAL GEOTECHNICAL EARTHQUAKE DATABASES | 1341 | |
| ABE T. | LIQUEFACTION-INDUCED SETTLEMENT OF RIVER LEVEE DUE TO LONG/SHORT GROUND EXCITATION | 1125 | |
| ABE T. | COUNTERMEASURES AGAINST LIQUEFACTION-INDUCED LARGE SETTLEMENT OF RIVER LEVEE | 1122 | |
| ABRAHAMSON N. | Spatial Coherency of Ground Motions for Embedded Structures | 1499 | |
| ACHS G. | Seismic Microzonation in the Vienna Basin | 1718 | |
| ADAPA M.K. | liquefaction mitigation of sand deposits by granular piles: densification and dilation effects | 1119 | |
| ADIMOOLAM B. | Simulation of Strong Ground Motion and Response of the Haddo Wharf Site at Port Blair due to Sumatra Earthquake | 1503 | |
| ADIMOOLAM B. | Development of Seismic Hazard Maps for Chennai City, India | 1602 | |
| AGUIRRE J. | Three-Dimensional Simulation of Long-Period (>1.5 sec) Earthquake Ground Motion in the Valley of Mexico: BASIN EFFECTs | 1500 | |
| Ahmad I. | Kinematic Interaction Factors of Piles | 1596 | |
| Ahmad I. | Fixed Head Kinematic Pile Bending Moment Time History: Artificial Neural Network Approach | 1661 | |
| AHMADI A. | Effect of silt content on the undrained anisotropic behaviour of sand in cyclic loading | 1506 | |
| Ahmadi M.M. | A Simple Approach to Investigate Laterally Loaded Pile-Soil Interaction in Clay | 1761 | |
| Ahmadi M.T. | Effect of Non-Prismatic 3-D Canyon on the Scattering of Seismic P- and SV-Waves | 1741 | |
| Ahmari S. | A Simple Approach to Investigate Laterally Loaded Pile-Soil Interaction in Clay | 1761 | |
| AHN J. | determination of average dynamic properties for vertically excited surface foundation: NUMERICAL STUDY | 1489 | |
| AIELLO V. | PSEUDOSTATIC AND DYNAMIC ANALYSES OF TUNNELS IN TRANSVERSAL AND LONGITUDINAL DIRECTIONS | 1550 | |
| AKBARZADEH M. | CHARACTERISTICS OF VERTICAL SPECTRUM IN NEAR-FIELD REGION AND INVESTIGATION OF ITS EFFECTS ON THE DYNAMIC RESPONSE OF BRIDGES | 1535 | |
| AKGUN H. | EVALUATION OF SITE CHARACTERIZATIONS AND SITE EFFECTS OF THE ANKARA BASIN, TURKEY | 1241 | |
| AKHLAGHI T. | A study on the pseudostatic analyses of the Upper San Fernando dam using FE simulation and observed deformations during the 1971 earthquake | 1169 | |
| ALA N. | LABORATORY STUDY OF DYNAMIC PROPERTIES OF BABOLSAR AND TOYOURA SANDS UNDER VARIOUS CONFINING PRESSURES WITH BENDER ELEMENT TESTS | 1731 | |
| ALATIK L. | Dynamic centrifuge study of seismically induced lateral earth pressures | 1298 | |
| ALBOTA E. | RESULTS FROM SINGLE-STATION AND ARRAY MICROTREMOR MEASUREMENTS IN BUCHAREST, ROMANIA | 1522 | |
| ALDEA A. | Evidence of soil-structure interaction from earthquake records at a high-rise building site in Bucharest | 1523 | |
| ALDEA A. | Free-Field and Borehole Strong Motion Array in Bucharest, Romania | 1521 | |
| ALDEA A. | RESULTS FROM SINGLE-STATION AND ARRAY MICROTREMOR MEASUREMENTS IN BUCHAREST, ROMANIA | 1522 | |
| ALEFADINOS A. | REMOTE MONITORING SYSTEM OF THE BEHAVIOR OF THE NEW KORINTHOS ISTHMUS RAILWAY BRIDGE | 1773 | |
| ALEMZADEH A. | Liquefaction hazard assessment and gis-based zoning of south-east region of iran | 1305 | |
| Alexoudi M. | SEISMIC RISK ASSESSMENT OF THE WATER SYSTEM OF THESSALONIKI | 1632 | |
| Alexoudi M. | SEISMIC RISK ANALYSIS OF INTERDEPENDENT LIFELINE | 1578 | |
| Alexoudi M. | DUZCE (M7.2, 1999) EARTHQUAKE: DAMAGE CORRELATION WITH THE MICROZONATION STUDY AND VULNERABILITY ASSESSMENT OF THE WATER SYSTEM IN DUZCE, TURKEY | 1621 | |
| ALEXOUDI M. | VULNERABILITY ASSESSMENT AND RISK MANAGEMENT OF LIFELINES, INFRASTRUCTURES AND CRITICAL FACILITIES. THE CASE OF THESSALONIKI’ S METROPOLITAN AREA | 1774 | |
| AL-HUSSAINI T.M. | SITE CLASSIFICATION AND SEISMIC RESPONSE OF DHAKA CITY SOILS | 1457 | |
| Alielahi H. | Low Period Amplification Patterns of Topographic Features Subjected to Vertically Propagating Incident SV Waves | 1682 | |
| ALIM C. | comparIson of one and two dImensIonal sIte response analysIs results for kucukcekmece regIon IN Istanbul | 1351 | |
| ALLMANN A. | Modelling vulnerability in earthquake risk models: an insurance perspective | 1348 | |
| ALMEIDA I.M. | Estimation of site effects modelling parameters using a geotechnical database | 1446 | |
| ALTUN S. | Comparison of Dynamic Properties of Clays obtaIned by Different Test Methods | 1488 | |
| Alvarado G. | Influence of stress level in bender element performance for triaxial TESTS | 1419 | |
| ALYAMI M. | SIMULATION OF SEISMIC BEHAVIOUR OF GRAVITY QUAY WALL USING A GENERALIZED PLASTICITY MODEL | 1734 | |
| Ameri G. | THESSALONIKI SEISMIC HAZARD ASSESSMENT: PROBABILISTIC AND DETERMINISTIC APPROACH FOR ROCK SITE CONDITIONS | 1701 | |
| ANAGNOSTOPOULOS Ch. | CONCLUSIONS AND COMMENTS FROM SEISMIC ANALYSIS OF EMBANKMENTS ACCORDING TO GREEK SEISMIC CODE | 1629 | |
| Anastasiadis A. | SEISMIC RISK ASSESSMENT OF THE WATER SYSTEM OF THESSALONIKI | 1632 | |
| ANASTASIADIS A. | Elastic Displacement Response Spectra | 1620 | |
| ANASTASIADIS A. | VULNERABILITY ASSESSMENT AND RISK MANAGEMENT OF LIFELINES, INFRASTRUCTURES AND CRITICAL FACILITIES. THE CASE OF THESSALONIKI’ S METROPOLITAN AREA | 1774 | |
| Anastasiadis A. | THESSALONIKI SEISMIC HAZARD ASSESSMENT: PROBABILISTIC AND DETERMINISTIC APPROACH FOR ROCK SITE CONDITIONS | 1701 | |
| ANASTASIADIS A. | EVALUATION OF SITE CHARACTERISTICS IN LIQUEFIABLE SOILS | 1651 | |
| ANASTASOPOULOS I. | Shallow Foundations over Rupturing Normal Faults : Analysis and Experiments | 1581 | |
| ANASTASOPOULOS I. | Deep Immersed Tunnel Subjected to Major Fault Rupture Deformation | 1582 | |
| ANASTASOPOULOS I. | RUPTURE DIRECTIVITY AND FLING STEP EFFECTS ON NEWMARK BLOCK SLIDING | 1563 | |
| Anbazhagan P. | Site Response Analyses based on Site Specific Soil Properties using Geotechnical and Geophysical tests: Correlations BETWEEN GMAX and N60 | 1286 | |
| ANDISHEH K. | SEISMIC HAZARD ASSESSMENT OF SANANDAJ CITY OF IRAN BASED ON PSHA | 1575 | |
| ANDRIANOPOULOS K. | USE OF A NEW BOUNDING SURFACE MODEL FOR THE ANALYSIS OF EARTHQUAKE-INDUCED LIQUEFACTION PHENOMENA | 1443 | |
| ANDRUS R.D. | Predicting Shear-Wave vELOCITY FROM CONE PENETRATION RESISTANCE | 1454 | |
| ANSAL A. | Comparison of Dynamic Properties of Clays obtaIned by Different Test Methods | 1488 | |
| ANSAL A. | Site Response Nonlinearity Based on Case Studies | 1543 | |
| ANSARI A. | Genetic Algorithm (GA): A New Approach in Estimating Strong Ground Motion Attenuation Relations | 1313 | |
| AOCHI H. | COUPLING OF FDM AND FEM IN SEISMIC WAVE PROPAGATION | 1743 | |
| APOSTOLIDIS P. | ASPECTS OF SURFACE TOPOGRAPHY AND SITE EFFECTS - EXPERIMENTAL AND NUMERICAL STUDIES AT AEGION, GREECE | 1656 | |
| APOSTOLIDIS P. | The 3D geological structure of the Mygdonian SEDIMENTARY basin (Greece) | 1686 | |
| APOSTOLIDIS P. | Experimental study of topographic effects using explosions and microtremors recordings | 1573 | |
| APOSTOLOU M. | PHYSICAL AND NUMERICAL MODELLING OF SOIL-FOOTING-STRUCTURE UNDER LATERAL CYCLIC LOADING | 1400 | |
| ARAMAKI N. | Liquefaction Characteristics of Crushable Volcanic Soil “Shirasu” | 1288 | |
| ARCHULETA R.J. | Effects of Correlation of Source Parameters on Ground Motion Estimates | 1284 | |
| Argyriadi D. | Reinforcement and protection of a rock-cliff: methodological approach, analysis and design | 1739 | |
| ARGYROUDIS S. | Vulnerability assessment of shallow metro tunnels in Greece | 1693 | |
| ARGYROUDIS S. | VULNERABILITY ASSESSMENT AND RISK MANAGEMENT OF LIFELINES, INFRASTRUCTURES AND CRITICAL FACILITIES. THE CASE OF THESSALONIKI’ S METROPOLITAN AREA | 1774 | |
| ARION C. | GEOTECHNICAL IN SITU INVESTIGATION USED FOR SEISMIC DESIGN OF BUILDINGS | 1349 | |
| ARNAOUTI S. | limiting values on earthquake ground motion due to strength of near-surface material | 1655 | |
| ARSLAN H. | Effect of Nonlinearity on the Site Response Analysis of Geo-Structure | 1442 | |
| ARSON Ch. | QUANTIFICATION OF SEISMIC SITE EFFECTS IN TWO-DIMENSIONAL IRREGULAR CONFIGURATIONS | 1195 | |
| ARUMUGAM S. | Development of Seismic Hazard Maps for Chennai City, India | 1602 | |
| ASADA T. | Group Installation of Plastic Board Drains at Embankment Toes for Liquefaction and Lateral Flow Countermeasures | 1519 | |
| ASADI M.S. | Two Dimensional Modeling and Stability Analysis of Slopes Overlaying to SHAHID RAGAEE Power Plant | 1637 | |
| ASHFORD S. | LATERAL LOAD TESTING OF LARGE DRILLED SHAFTS AFTER BLAST-INDUCED LIQUEFACTION | 1141 | |
| ASSIMAKI D. | FROM RESEARCH TO PRACTICE IN NONLINEAR SITE RESPONSE: OBSERVATIONS AND SIMULATIONS IN THE L.A. BASIN | 1199 | |
| ATHANASOPOULOS G. | FAULT-RUPTURE RELATED HAZARD TO ENGINEERED STRUCTURES -PARAMETRIC NUMERICAL ANALYSES | 1679 | |
| ATHANASOPOULOS G. | SEISMIC ISOLATION OF EARTH-RETAINING STRUCTURES BY EPS GEOFOAM COMPRESSIBLE INCLUSIONS – DYNAMIC FE ANALYSES | 1676 | |
| ATHANASOPOULOS G. | Compositional and Loading rate effects on the shear strength of municipal solid waste | 1525 | |
| ATHANASSIADOU Ch. | Calibration of Eurocode 8 (EN1998-1) site-dependent acceleration and displacement spectra using records from Greece | 1192 | |
| ATMATZIDIS D. | SEISMIC EARTH PRESSURES BY STRESS LIMIT ANALYSIS | 1671 | |
| ATZEMOGLOU A. | GEOPHYSICAL MULTILINGUAL INTERNET-DRIVEN INFORMATION SERVICE (GEOMIND) | 1771 | |
| AUSILIO E. | SEISMIC DIPLACEMENT ANALYSIS OF HOMOGENEOUS SLOPES: A REVIEW OF EXISTING SIMPLIFIED METHODS WITH REFERENCE TO ITALIAN SEISMICITY | 1614 | |
| Aversa S. | Effects of soil non-linearity on bending moments in piles due to seismic kinematic interaction | 1574 | |
| AYDAN O. | Damage in Nias Island Caused by the M8.7 Off-shore Sumatra Earthquake, March 28, 2005 and the Support Activities for the Recovery and Reconstruction | 1528 | |
| AZEGAMI Y. | A micro-bubble injection method for a countermeasure against liquefaction | 1764 | |
| Author | Title | ID | |
| BADSAR S.A. | Application of the CLM method for the solution of the inverse problem in the SASW method | 1710 | |
| BAHADORI H. | Effect of silt content on the undrained anisotropic behaviour of sand in cyclic loading | 1506 | |
| BAHAR R. | RESPONSE OF A ROCKFILL DAM TO SPATIALLY VARYING EARTHQUAKE GROUND MOTION | 1181 | |
| BAKIR B.S. | THE ROLE OF GEOTECHNICAL FACTORS ON DAMAGE MODES AND DISTRIBUTION: LESSONS LEARNED FROM ADAPAZARI | 1264 | |
| BAKIR B.S. | Seismically Induced Tilting Potential of Shallow Mat Foundations | 1263 | |
| Bang E-S | Improvement of Data Interpretation Method for Downhole seismic method | 1282 | |
| Bang E-S | seismic site characterization using hwaw(Harmonic wAVELET ANalysis of waves) method | 1352 | |
| BARANI S. | SEISMIC LANDSLIDE HAZARD ANALYSIS FOR THE GENOA DISTRICT, LIGURIA - ITALY | 1434 | |
| BARD P-Y | Use of ambient noise for microzonation studies in urban environment: The city of Thessaloniki (N. Greece) | 1580 | |
| BARGI K. | STOCHASTIC FINITE-FAULT STRONG GROUND-MOTION SIMULATION OF THE 22 FEBRUARY 2005 (MW 6.4) ZARAND (CENTRAL IRAN) EARTHQUAKE | 1147 | |
| Barkhordari K. | DYNAMIC ANALYSIS OF PILE DRIVING FROM VARIOUS HAMMERING LOCATIONS ALONG PILE SHAFT | 1754 | |
| BARLA G. | Seismic Analysis of DEep tunnels in WEAK rock: A Case Study in Southern Italy | 1616 | |
| BAROUNIS A. | ENGINEERING GEOLOGY MODELS AS APPLIED IN MICROZONATION MAPPING WITH A CASE HISTORY FOR THE TRIKALA AREA GREECE | 1258 | |
| BAROUNIS N. | ENGINEERING GEOLOGY MODELS AS APPLIED IN MICROZONATION MAPPING WITH A CASE HISTORY FOR THE TRIKALA AREA GREECE | 1258 | |
| BASKA D.A. | performance-based evaluation of lateral spreading displacement | 1208 | |
| BASSANOU M. | Mitigation of the seismic motion applied near a slope using ANCHORS AND piles | 1129 | |
| BAZIAR M.H. | Evaluation of basin effect on ground motion | 1323 | |
| BAZIAR M.H. | Effects of Canyon SHAPE on the Seismic Response of Earthfill dams | 1705 | |
| Bazzurro P. | Integration of site-specific ground response analysIs results into probabilistic seismic hazard analyses | 1486 | |
| BECK J. | Smart base isolation design including model uncertainty in ground motion characterization | 1660 | |
| BERILGEN M. | APPLICATIONS OF ENGINEERING SEISMOLOGY FOR SITE CHARACTERIZATION | 1631 | |
| BESKOS D.E. | DYNAMIC RESPONSE OF A POROELASTIC SOIL MEDIUM TO A MOVING LOAD ON ITS SURFACE | 1606 | |
| BETHAPUDI R. | Simulation of Strong Ground Motion and Response of the Haddo Wharf Site at Port Blair due to Sumatra Earthquake | 1503 | |
| Bhattacharya S. | criteria for design of piled foundations in seismically liquefiable Deposits | 1724 | |
| BIAN H. | A Numerical model for dynamic response of unsaturated sands | 1547 | |
| BIAN Y. | EXPERIMENTAL INVESTIGATION OF GROUTED HELICAL PIERS FOR USE IN FOUNDATION REHABILITATION | 1471 | |
| BIELAK J. | Three-Dimensional Simulation of Long-Period (>1.5 sec) Earthquake Ground Motion in the Valley of Mexico: BASIN EFFECTs | 1500 | |
| BILGE H.T. | PROBABILISTIC MODELS FOR THE ASSESSMENT OF CYCLIC SOIL STRAINING IN FINE-GRAINED SOILS | 1411 | |
| BILOTTA E. | PSEUDOSTATIC AND DYNAMIC ANALYSES OF TUNNELS IN TRANSVERSAL AND LONGITUDINAL DIRECTIONS | 1550 | |
| BILSEL H. | A MICROZONATION STUDY BASED ON LIQUEFACTION and cyclIc faIlure POTENTIAL OF FINE GRAINED SOILS | 1272 | |
| BIONDI G. | Performance-based pseudo-static analysis of slopes | 1645 | |
| BIONDI G. | Effect of earthquake induced pore--water pressure in clay slopes | 1424 | |
| BISCONTIN G. | determination of average dynamic properties for vertically excited surface foundation: NUMERICAL STUDY | 1489 | |
| BOIERO D. | Uncertainties assessment in surface wave tests for site response studies | 1601 | |
| BOJORQUE J. | Optimization of sensor location by static and Dynamic slope stability analysis | 1303 | |
| BONI M.P. | Hazard assessment and seismic actions | 1654 | |
| BONNET G. | A simplified non linear model to analyze site effects in alluvial deposits | 1592 | |
| BONNET M. | A new fast BEM approach to model site effects in alluvial basins | 1623 | |
| BOOT J. | NUMERICAL INVESTIGATION OF surface explosion effects on CLAY SOILs | 1767 | |
| BORG R.C. | Seismic Performance, Analysis and Design of Wharf Structures: A Comparison of Worldwide Typologies. | 1760 | |
| BOUCKOVALAS G. | USE OF A NEW BOUNDING SURFACE MODEL FOR THE ANALYSIS OF EARTHQUAKE-INDUCED LIQUEFACTION PHENOMENA | 1443 | |
| BOUCKOVALAS G. | AnalyTICAL VERIFICATION of Buried Steel Pipelines at Strike-Slip Fault Crossings | 1640 | |
| BOUCKOVALAS G. | STRAIN ANALYSIS OF BURIED PIPELINES DUE TO BLAST-INDUCED ground shock waves | 1625 | |
| BOUCKOVALAS G. | ZONE OF EXCESSIVE GROUND SURFACE DISTORTION DUE TO DIP-SLIP FAULT RUPTURE | 1583 | |
| BOUCKOVALAS G. | Numerical investigation of liquefaction mitigation using gravel drains | 1548 | |
| BOUCKOVALAS G. | numerical evaluation of lateral spreading displacements in layered soils | 1644 | |
| Boulanger R.W. | Cyclic Softening of Low-plasticity Clay and its Effect on Seismic Foundation Performance | 1490 | |
| BOUMEKIK A. | Horizontal compliance function of adjacent surface rigid footings in homogeneous soil limited by A substratum | 1729 | |
| BOUSSOULAS N. | Vulnerability assessment of shallow metro tunnels in Greece | 1693 | |
| BOWLES S. | LATERAL LOAD TESTING OF LARGE DRILLED SHAFTS AFTER BLAST-INDUCED LIQUEFACTION | 1141 | |
| BOZBEY I. | SEISMIC BEARING CAPACITY DEGRADATION AS A PART OF INTEGRATED EARTHQUAKE DAMAGE ASSESSMENT | 1648 | |
| BOZO L. | Slope stability in active seismic zones in Albania | 1185 | |
| BRANDENBERG S. | EXPERIMENTAL INVESTIGATION OF GROUTED HELICAL PIERS FOR USE IN FOUNDATION REHABILITATION | 1471 | |
| BRANSBY M.F. | Fault Rupture Modification By Blocky Inclusions | 1480 | |
| BRANSBY M.F. | Shallow Foundations over Rupturing Normal Faults : Analysis and Experiments | 1581 | |
| BRAY J. | Evaluating Seismic Displacements and Damage for Pile Foundations Undergoing Liquefaction-Induced Lateral Spreading | 1460 | |
| BRAY J. | Liquefaction Testing of fine-grained soil prepared using slurry deposition | 1226 | |
| BRAY J. | Compositional and Loading rate effects on the shear strength of municipal solid waste | 1525 | |
| BRENNAN A. | Fault Rupture Modification By Blocky Inclusions | 1480 | |
| BRENNAN A. | Numerical investigation of liquefaction mitigation using gravel drains | 1548 | |
| BROWN D. | LATERAL LOAD TESTING OF LARGE DRILLED SHAFTS AFTER BLAST-INDUCED LIQUEFACTION | 1141 | |
| BU D.S. | DOCKSIDE CONTAINER CRANE-QUAY STRUCTURE INTERACTIONS | 1742 | |
| BUCHHEISTER J. | The influence of different stress states on soil liquefaction under a building | 1311 | |
| Bui M.T. | SUPPLEMENTATION TORSIONAL FORCED VIBRATION MODEL FOR FIXED-FREE RESONANT COLUMN TEST | 1452 | |
| Bui M.T. | Effects of Particle shape on Gmax of geomaterials | 1536 | |
| BYRNE P.M. | Characteristic behavior of liquefiable grounds with low permeability sublayers | 1173 | |
| Author | Title | ID | |
| CABALAR A.F. | THE SEISMICITY OF GAZIANTEP, TURKEY | 1494 | |
| CAI F. | SIMULATION OF SEISMIC BEHAVIOUR OF GRAVITY QUAY WALL USING A GENERALIZED PLASTICITY MODEL | 1734 | |
| CALARASU E. | GEOTECHNICAL IN SITU INVESTIGATION USED FOR SEISMIC DESIGN OF BUILDINGS | 1349 | |
| CALLISTO L. | SEISMIC ANALYSIS OF AN EMBEDDED RETAINING STRUCTURE IN COARSE-GRAINED SOILS | 1197 | |
| CASCONE E. | Performance-based pseudo-static analysis of slopes | 1645 | |
| CASTELLI F. | A PSEUDO-STATIC ANALYSIS FOR THE EVALUATION OF THE LATERAL BEHAVIOR OF PILE GROUPS | 1399 | |
| CECCONI M. | DISPLACEMENT-METHODS FOR THE DESIGN OF earth RETAINING STRUCTURES | 1699 | |
| CELEBI M. | INTEGRATED Site AND STRUCTURAL SEISMIC INSTRUMENTATION Arrays FOR a Cable-Stayed Bridge – RECORDINGS and Analyses | 1140 | |
| CETIN K.O. | EFFECT OF BASIN EDGE SLOPE ON THE DYNAMIC RESPONSE OF SOIL DEPOSITS | 1309 | |
| Cetin K.O. | EFFECTS OF SOIL-STRUCTURE-earthquake-INTERACTION ON SEISMIC SOIL Liquefaction TRIGGERING | 1412 | |
| CETIN K.O. | EFFECTS OF SOIL-STRUCTURE INTERACTION AND BASE ISOLATION ON SEISMIC PERFORMANCE OF FOUNDATION SOILS | 1183 | |
| CETIN K.O. | PROBABILISTIC MODELS FOR THE ASSESSMENT OF CYCLIC SOIL STRAINING IN FINE-GRAINED SOILS | 1411 | |
| CHAILLAT S. | A new fast BEM approach to model site effects in alluvial basins | 1623 | |
| Chandradhara G.P. | DENSE ZONE IN SUBSOIL OF EMBANKMENT AS A COUNTER MEASURE AGAINST EARTHQUAKE | 1343 | |
| CHANDRADHARA G.P. | EARTHQUAKE DAMAGES TO EMBANKMENTS IN ANDAMAN ISLANDS IN INDIA | 1370 | |
| CHANG B. | EVALUATION OF THE SEISMIC PERFORMANCE OF COMBINED FRAME-WALL-FOUNDATION STRUCTURAL SYSTEMS THROUGH CENTRIFUGE TESTING | 1497 | |
| Chang D.W. | DYNAMIC PILE BEHAVIORS AFFECTED BY LIQUEFACTION FROM EQWEAP ANALYSIS | 1336 | |
| CHANG W-J | Embedded Instrumentation for Coupled Shear Strain-Pore Pressure Response in multidirectional Shaking Table Test | 1213 | |
| CHATZIGOGOS Ch.T. | A macro-element for dynamic soil-structure interaction analyses of shallow foundations | 1387 | |
| CHATZIGOGOS Th. | A CONSISTENT METHODOLOGY FOR THE IMPOSITION OF TIME VARYING BOUNDARY CONDITIONS IN SOIL DYNAMICS: THEORY AND APPLICATION | 1630 | |
| Chatzipetros A. | SEISMICALLY CAPABLE FAULTS IN GREECE AND THEIR USE IN SEISMIC HAZARD ASSESSMENT | 1609 | |
| Chatzipetros A. | Non-seismic surface faulting: the Peraia fault case study (Thessaloniki, N. Greece) | 1610 | |
| CHAVEZ GARCIA F. | The 3D geological structure of the Mygdonian SEDIMENTARY basin (Greece) | 1686 | |
| CHAVEZ-GARCIA F. | Experimental study of topographic effects using explosions and microtremors recordings | 1573 | |
| CHAZELAS J-L | Effect of inclined piles on the dynamic performances of an end-bearing pile group | 1438 | |
| CHAZELAS J-L | EXPERIMENTAL EVALUATION OF STATIC AND DYNAMIC P-Y CURVES IN DENSE SAND | 1696 | |
| CHEN C-Ha | Embedded Instrumentation for Coupled Shear Strain-Pore Pressure Response in multidirectional Shaking Table Test | 1213 | |
| CHEN C-Ha | PREPARATION OF A LARGE MAILIAO SILTY SAND SPECIMEN FOR SHAKING TABLE TEST | 1339 | |
| CHEN C-Hs | VARIATIONS OF SHEAR WAVE VELOCITY AT HUALIEN LSST SITE WITH RESPECT TO MAGNITUDE OF EARTHQUAKE SHAKINGS | 1737 | |
| Chen J.W. | Seismic Performance Analyses of Geosynthetic Reinforced Slopes | 1384 | |
| CHENAF N. | Effect of inclined piles on the dynamic performances of an end-bearing pile group | 1438 | |
| Cheng S.H. | DYNAMIC PILE BEHAVIORS AFFECTED BY LIQUEFACTION FROM EQWEAP ANALYSIS | 1336 | |
| Cheng Z. | Issues in modeling and simulations of soil liquefaction | 1159 | |
| CHERUBINI C. | Amplification factors to measure local seismic effects in urban areas | 1347 | |
| CHESHOMI A. | ADVANTAGES AND DISADVANTAGES OF USING SWEDISH WEIGHT SOUNDING FOR LIQUEFACTION ASSESSMENT | 1544 | |
| CHESHOMI A. | Determination of Shear Modulus (G0) of a Calcareous Soil by means of SCPTU and rESONANT COLUMN Tests | 1495 | |
| CHI S. | APPLICATIONS OF THERMODYNAMICAL APPROACHES TO DYNAMIC HARDIN-DRNEVICH MODEL FOR SOILS | 1126 | |
| CHIOU J-S | Water Pressure Transmission and Soil Liquefaction | 1178 | |
| Chiras St. | Soil-Foundation-Bridge Pier Interaction at the Euroseis Test Site | 1598 | |
| CHITAS P. | Site characterization of a volcanic crater in Terceira Island - Azores | 1720 | |
| Choo Y-W | Determinations of p, s-wave velocities and pore water pressure buildup with b-value for nearly saturated sands | 1283 | |
| CHOUDHURY D. | DETERMINATION OF POINT OF APPLICATION OF SEISMIC ACTIVE THRUST ON RETAINING WALL | 1249 | |
| CHOWDHURY M.B. | SITE CLASSIFICATION AND SEISMIC RESPONSE OF DHAKA CITY SOILS | 1457 | |
| CHOWDHURY S. | SITE CLASSIFICATION AND SEISMIC RESPONSE OF DHAKA CITY SOILS | 1457 | |
| CHRISTOU P. | THE CONTRIBUTION OF SKIN FRICTION TO THE LATERAL RESISTANCE OF THE SOIL ON PILES/SHAFTS | 1329 | |
| CHRONOPOULOS I. | REMOTE MONITORING SYSTEM OF THE BEHAVIOR OF THE NEW KORINTHOS ISTHMUS RAILWAY BRIDGE | 1773 | |
| Chu D.B. | Cyclic Softening of Low-plasticity Clay and its Effect on Seismic Foundation Performance | 1490 | |
| CHUNG C-K | VERSATILE APPLICATIONS OF a GEOTECHNICAL INFORMATION SYSTEM FOR ESTIMATING SITE EFFECTS AT GYEONGJU IN KOREA | 1338 | |
| CHUNG J-W | THE EFFECT OF SITE CONDITIONS ON AMPLIFICATION OF GROUND MOTION IN THE ST LOUIS AREA | 1768 | |
| CILINGIR U. | OBSERVATION OF SOIL DISPLACEMENTS AROUND TUNNELS SUBJECTED TO EARTHQUAKE LOADING | 1247 | |
| CILIZ S. | EFFECT OF BASIN EDGE SLOPE ON THE DYNAMIC RESPONSE OF SOIL DEPOSITS | 1309 | |
| CINICIOGLU S.F. | SEISMIC BEARING CAPACITY DEGRADATION AS A PART OF INTEGRATED EARTHQUAKE DAMAGE ASSESSMENT | 1648 | |
| Clayton C.R.I. | Effects of Particle shape on Gmax of geomaterials | 1536 | |
| CLOUTEAU D. | THE ROLE OF THE AMPLITUDE AND FREQUENCY CONTENT OF THE INPUT GROUND MOTION ON THE ESTIMATION OF DYNAMIC IMPEDANCE FUNCTIONS | 1445 | |
| CLOUTEAU D. | IDENTIFICATION OF THE ESSENTIAL PARAMETERS FOR THE LATERAL IMPEDANCE OF LARGE PILE GROUP | 1259 | |
| COBOS-ROA D. | In Situ Measurement of Dynamic Properties using the Downhole Freestanding Shear Device | 1320 | |
| COELHO P.A.L.F. | Stress redistribution in liquefied ground under and around shallow foundations: experimental evidence and numerical replication | 1698 | |
| COLLINS N. | Variation of Recorded and Simulated Near-Fault Ground Motion from the 2004 Parkfield, California Earthquake | 1538 | |
| COMINA C. | Uncertainties assessment in surface wave tests for site response studies | 1601 | |
| Comodromos E. | Reinforcement and protection of a rock-cliff: methodological approach, analysis and design | 1739 | |
| COMPAGNONI M. | CORRELATION BETWEEN LOCAL AMPLIFICATION EFFECTS AND DAMAGE MECHANISMS FOR MONUMENTAL BUILDINGS | 1409 | |
| CONTE E. | PSEUDOSTATIC AND DYNAMIC ANALYSES OF TUNNELS IN TRANSVERSAL AND LONGITUDINAL DIRECTIONS | 1550 | |
| CONTRERAS M. | Three-Dimensional Simulation of Long-Period (>1.5 sec) Earthquake Ground Motion in the Valley of Mexico: BASIN EFFECTs | 1500 | |
| Coop M.R. | Influence of stress level in bender element performance for triaxial TESTS | 1419 | |
| CORDING E. | SEALANT BEHAVIOR OF GASKETED-SEGMENTAL CONCRETE TUNNEL LINING | 1636 | |
| CORIGLIANO M. | Seismic Analysis of DEep tunnels in WEAK rock: A Case Study in Southern Italy | 1616 | |
| CORNOU C. | Use of ambient noise for microzonation studies in urban environment: The city of Thessaloniki (N. Greece) | 1580 | |
| COSTANZO A. | Numerical simulations of the ground deformation recorded in the historical town of Gerace during the seismic events in Calabria (1783) | 1613 | |
| COTTEREAU R. | IDENTIFICATION OF THE ESSENTIAL PARAMETERS FOR THE LATERAL IMPEDANCE OF LARGE PILE GROUP | 1259 | |
| CRIADO D. | performance-based seismic retrofit of retaining walls | 1481 | |
| CUBRINOVSKI M. | SIMPLIFIED ANALYSIS OF PILES SUBJECTED TO LATERAL SPREADING: PARAMETERS AND UNCERTAINTIES | 1385 | |
| CUDMANI R.O. | NUMERICAL INVESTIGATION OF A CATASTROPHIC LANDSLIDE DURING THE EL SALVADOR JANUARY 2001 EARTHQUAKE | 1562 | |
| CUI Y-J | Determinig a Profile of Shear Wave Velocity Using Laboratory measurements: Application to the Scale Effect | 1642 | |
| Cultrera G. | THESSALONIKI SEISMIC HAZARD ASSESSMENT: PROBABILISTIC AND DETERMINISTIC APPROACH FOR ROCK SITE CONDITIONS | 1701 | |
| CURTI E. | CORRELATION BETWEEN LOCAL AMPLIFICATION EFFECTS AND DAMAGE MECHANISMS FOR MONUMENTAL BUILDINGS | 1409 | |
| Author | Title | ID | |
| Dafalias Y. | Issues in modeling and simulations of soil liquefaction | 1159 | |
| DAKOULAS P. | effect of a liquefiable soil layer on soil-structure interaction and building damage | 1393 | |
| Dall'Asta A. | Influence of the Soil-Structure Interaction on seismic response of a railway bridge | 1711 | |
| DAPRILE V. | Amplification factors to measure local seismic effects in urban areas | 1347 | |
| DARROZES J. | From PALEO to POSSIBLE PRESENT-DAY LARGE-SCALE LANDSLIDE. A GENERALIZED NEWMARK APPROACH OF THE TARAPACA LANDSLIDE (NORTHERN CHILE) | 1427 | |
| DAS D. | CORRELATION FOR EARTHQUAKE-RELATED DEFORMATION OF EMBANKMENTS | 1233 | |
| Dash S.R. | criteria for design of piled foundations in seismically liquefiable Deposits | 1724 | |
| DAVIES M.C.R. | Shallow Foundations over Rupturing Normal Faults : Analysis and Experiments | 1581 | |
| De BUHAN P. | A numerical tool for the design of slope stabilization systems USING rigid inclusions | 1355 | |
| DE FERRARI R. | SEISMIC LANDSLIDE HAZARD ANALYSIS FOR THE GENOA DISTRICT, LIGURIA - ITALY | 1434 | |
| DE MARTIN F. | COUPLING OF FDM AND FEM IN SEISMIC WAVE PROPAGATION | 1743 | |
| DE MARTIN F. | LARGE-SCALE FINITE ELEMENT LANDSLIDE SIMULATIONS UNDER EARTHQUAKE LOADING | 1243 | |
| DE ROECK G. | Optimization of sensor location by static and Dynamic slope stability analysis | 1303 | |
| DEGRANDE G. | Application of the CLM method for the solution of the inverse problem in the SASW method | 1710 | |
| Degrande G. | Numerical prediction of ground vibrations due to pile driving using a hybrid formulation | 1707 | |
| Degrande G. | THE CHARACTERIZATION OF THE DYNAMIC SOIL PROPERTIES BY MEANS OF A MONTE CARLO INVERSION OF THE RAYLEIGHWAVE DISPERSION CURVE | 1714 | |
| DELEPINE N. | A simplified non linear model to analyze site effects in alluvial deposits | 1592 | |
| DEMETRIU S. | Evidence of soil-structure interaction from earthquake records at a high-rise building site in Bucharest | 1523 | |
| DEMETRIU S. | Free-Field and Borehole Strong Motion Array in Bucharest, Romania | 1521 | |
| Demircioglu M.B. | ASSESSMENT of EARTHQUAKE HAZARD in TURKEY | 1472 | |
| Demosthenous M. | Reinforcement and protection of a rock-cliff: methodological approach, analysis and design | 1739 | |
| DENG N. | Seismic soil-pile group interaction analysis of a battered pile group | 1733 | |
| DESAI A. | EFFECT OF SOIL - STRUCTURE INTERACTION ON SEISMIC RESPONSE OF TALL CHIMNEYS | 1681 | |
| DEY A.K. | CYCLIC TRIAXIAL TESTING OF FULLY AND PARTIALLY SATURATED SOIL AT SILCHAR | 1194 | |
| DEY A.K. | Study on soft clay dampers | 1312 | |
| Dezi F. | Influence of the Soil-Structure Interaction on seismic response of a railway bridge | 1711 | |
| DI CAPUA G. | CORRELATION BETWEEN LOCAL AMPLIFICATION EFFECTS AND DAMAGE MECHANISMS FOR MONUMENTAL BUILDINGS | 1409 | |
| DI FILIPPO G. | Effect of earthquake induced pore--water pressure in clay slopes | 1424 | |
| DI PRISCO C. | CYCLIC MECHANICAL BEHAVIOUR OF GRANULAR SOILS: EXPERIMENTAL RESULTS AND CONSTITUTIVE MODELLING | 1593 | |
| Di Sarno L. | ASSESSMENT OF SOIL-STRUCTURE-INTERACTION EFFECTS ON THE DYNAMIC RESPONSE OF STEEL HIGH-RISE MOMENT RESISTING BUILDINGS | 1599 | |
| DI TOMMASO R. | Effect of vibrating buildings on “free-field” ground motion: from the Bagnoli Experiment to many-buildings simulation | 1388 | |
| Didaskalou G. | LIQUEFACTION POTENTIAL – EVALUATION WITH CPTS AND DMTS TWO CASE STUDIES IN KALOHORI THESSALONIKI CREECE | 1391 | |
| Dietz M.S. | Shaking table evaluation of dynamic soil properties | 1196 | |
| DIKMEN U. | LIQUEFACTION ANALYSIS OF SILT INTERLAYERED SANDS BY MEANS OF A NUMERICAL METHOD | 1396 | |
| DIMITRIADI V. | numerical evaluation of lateral spreading displacements in layered soils | 1644 | |
| DINEVA P. | FREE-FIELD MOTIONS IN THE INHOMOGENEOUS HALFPLANE | 1190 | |
| Divya C. | Site Response Analyses based on Site Specific Soil Properties using Geotechnical and Geophysical tests: Correlations BETWEEN GMAX and N60 | 1286 | |
| DODAGOUDAR G. | Development of Seismic Hazard Maps for Chennai City, India | 1602 | |
| DOGANGUN A. | APPLICATION OF MASSLESS FOUNDATION MODEL TO FLUID-ELEVATED TANKS-SOIL/FOUNDATION SYSTEM | 1746 | |
| DONAHUE J. | Liquefaction Testing of fine-grained soil prepared using slurry deposition | 1226 | |
| D'ONOFRIO A. | Numerical simulations of the ground deformation recorded in the historical town of Gerace during the seismic events in Calabria (1783) | 1613 | |
| D'ONOFRIO A. | CYCLIC MECHANICAL BEHAVIOUR OF GRANULAR SOILS: EXPERIMENTAL RESULTS AND CONSTITUTIVE MODELLING | 1593 | |
| DROSOS V. | Deep Immersed Tunnel Subjected to Major Fault Rupture Deformation | 1582 | |
| DROSOS V. | Calibration and Verification of Nonlinear Wave Propagation Method | 1564 | |
| DUNN P.W. | CONE MODEL PREDICTIONS OF DYNAMIC IMPEDANCE FUNCTIONS OF SHALLOW FOUNDATIONS | 1461 | |
| DURGUNOGLU H.T. | A MICROZONATION STUDY BASED ON LIQUEFACTION and cyclIc faIlure POTENTIAL OF FINE GRAINED SOILS | 1272 | |
| DURGUNOGLU H.T. | An Integrated Approach for Estimation of Modulus Degradation In soft rocks | 1174 | |
| Durukal E. | ASSESSMENT of EARTHQUAKE HAZARD in TURKEY | 1472 | |
| DURUKAL E. | NUMERICAL EVALUATION OF THE EARTHQUAKE INDUCED GROUND STRAINS: THE CASE OF DUZCE | 1214 | |
| Author | Title | ID | |
| EBRAHIMPOUR A. | MAPPING GROUND-SHAKING HAZARD FOR LAS VEGAS, NEVADA (USA) | 1281 | |
| Efremidis Ch. | Reinforcement and protection of a rock-cliff: methodological approach, analysis and design | 1739 | |
| EGGLEZOS D. | Empirical relations for earthquake pore pressure build-up in gravel | 1365 | |
| EGGLEZOS D. | Simplified prediction for earthquake induced settlements of granular soils | 1366 | |
| EL NAGGAR H. | Simplified Approximate Approach to Group Effect in Pile Dynamics | 1325 | |
| EL NAGGAR H. | Approximate Evaluation of Nonlinear Effects on Seismically Induced In-Plane Stresses in Tunnel Linings | 1326 | |
| El Naggar H. | Fixed Head Kinematic Pile Bending Moment Time History: Artificial Neural Network Approach | 1661 | |
| EL NAGGAR M.H. | Approximate Evaluation of Nonlinear Effects on Seismically Induced In-Plane Stresses in Tunnel Linings | 1326 | |
| EL NAGGAR M.H. | Helical Screw Piles (HSP) Capacity for Axial Cyclic Loadings in Cohesive Soils | 1567 | |
| El Naggar M.H. | Kinematic Interaction Factors of Piles | 1596 | |
| EL NAGGAR M.H. | Simplified Approximate Approach to Group Effect in Pile Dynamics | 1325 | |
| EL NAGGAR M.H. | DYNAMIC PROPERTIES OF MODIFIED GLYBEN as ARTIFICIAL clay for seismic applications | 1751 | |
| EL NAHAS A. | Shallow Foundations over Rupturing Normal Faults : Analysis and Experiments | 1581 | |
| EL-HACHEM E. | Slope stability analysis in seismic areas by a reliability approach | 1215 | |
| ELLIS B.S. | Predicting Shear-Wave vELOCITY FROM CONE PENETRATION RESISTANCE | 1454 | |
| ENDO I. | Damage in Nias Island Caused by the M8.7 Off-shore Sumatra Earthquake, March 28, 2005 and the Support Activities for the Recovery and Reconstruction | 1528 | |
| ENGIN H.K. | A STUDY OF CPT BASED LIQUEFACTION ASSESSMENT USING ARTIFICIAL NEURAL NETWORKS | 1219 | |
| EPACKACHI S. | Evaluation of Site Effect on TMD’s Performance for Seismic Response Reduction of Tehran Tower | 1450 | |
| ERDIK M. | NUMERICAL EVALUATION OF THE EARTHQUAKE INDUCED GROUND STRAINS: THE CASE OF DUZCE | 1214 | |
| Erdik M. | ASSESSMENT of EARTHQUAKE HAZARD in TURKEY | 1472 | |
| Escallon J.P. | Geotechnical SeIsmic CHARACTERIZATION FOR the Microzonation of Bogota | 1201 | |
| ESCOFFIER S. | Effect of inclined piles on the dynamic performances of an end-bearing pile group | 1438 | |
| ESER M. | APPLICATIONS OF ENGINEERING SEISMOLOGY FOR SITE CHARACTERIZATION | 1631 | |
| EVANGELISTA L. | MECHANICAL BEHAVIOUR OF A POZZOLANA SOIL UNDER CYCLIC LOADINGS | 1492 | |
| EVANGELISTA L. | SIMPLIFIED ASSESSMENT OF THE LIQUEFACTION Susceptibility FOR THE CITY OF NAPLES, ITALY | 1491 | |
| Author | Title | ID | |
| FACCIOLI E. | NUMERICAL EVALUATION OF THE EARTHQUAKE INDUCED GROUND STRAINS: THE CASE OF DUZCE | 1214 | |
| FAH D. | INVERSION OF LOCAL S-WAVE VELOCITY STRUCTURE FROM AVERAGE H/V RATIOS AND COMPARISON WITH CROSS-HOLE MEASUREMENTS | 1410 | |
| FAH D. | 1D VS 3D STRONG GROUND MOTION HYBRID MODELLING OF SITE, AND PRONOUNCED TOPOGRAPHY EFFECTS AT AUGUSTA RAURICA, SWITZERLAND - EARTHQUAKES OR BATTLES? | 1416 | |
| FAKHER A. | ADVANTAGES AND DISADVANTAGES OF USING SWEDISH WEIGHT SOUNDING FOR LIQUEFACTION ASSESSMENT | 1544 | |
| Fakher A. | Seismic Study of Reinforced Earth Walls by Shaking Table Model Tests | 1253 | |
| Fakher A. | An Insight into the Bad Reputation of Batter Piles in Seismic performance of Wharves | 1423 | |
| Fakher A. | The effect of earthquake on the seismic stability of reinforced slopes using horizontal slice method | 1501 | |
| FARROKHI M.A. | Evaluation of Horizontal Seismic Hazard of Karaj, Iran | 1571 | |
| Fathololumi N. | EFFECTS OF THE INCLINATION AND LENGTH VARIATION OF MICROPILES ON BEARING CAPACITY OF SANDY SOILS | 1127 | |
| FERRETTI G. | SEISMIC LANDSLIDE HAZARD ANALYSIS FOR THE GENOA DISTRICT, LIGURIA - ITALY | 1434 | |
| FERRINI M. | Amplification factors to measure local seismic effects in urban areas | 1347 | |
| Field E.H. | Integration of site-specific ground response analysIs results into probabilistic seismic hazard analyses | 1486 | |
| FLAVIGNY E. | LIQUEFACTION SUSCEPTIBILITY OF SILTY SAND LAYERS IN THE GRENOBLE BASIN: INVESTIGATION BY IN SITU TESTING AND NUMERICAL SIMULATION | 1437 | |
| FOERSTER E. | LARGE-SCALE FINITE ELEMENT LANDSLIDE SIMULATIONS UNDER EARTHQUAKE LOADING | 1243 | |
| FOERSTER E. | A diagonal consistent mass matrix for earthquake site response simulations | 1242 | |
| FORAY P. | LIQUEFACTION SUSCEPTIBILITY OF SILTY SAND LAYERS IN THE GRENOBLE BASIN: INVESTIGATION BY IN SITU TESTING AND NUMERICAL SIMULATION | 1437 | |
| FOTI S. | Uncertainties assessment in surface wave tests for site response studies | 1601 | |
| FOUNTA P.A. | Compositional and Loading rate effects on the shear strength of municipal solid waste | 1525 | |
| Franceschina G. | THESSALONIKI SEISMIC HAZARD ASSESSMENT: PROBABILISTIC AND DETERMINISTIC APPROACH FOR ROCK SITE CONDITIONS | 1701 | |
| FRANCHIN P. | A SIMPLIFIED NONLINEAR DYNAMIC MODEL FOR SEISMIC ANALYSIS OF EARTH-RETAINING DIAPHRAGM-WALLS | 1220 | |
| FRANCHIN P. | NUMERICAL MODELLING OF SEISMIC RESPONSE OF CANTILEVER EARTH-RETAINING STRUCTURES | 1269 | |
| Francois S. | Numerical prediction of ground vibrations due to pile driving using a hybrid formulation | 1707 | |
| Francois S. | THE CHARACTERIZATION OF THE DYNAMIC SOIL PROPERTIES BY MEANS OF A MONTE CARLO INVERSION OF THE RAYLEIGHWAVE DISPERSION CURVE | 1714 | |
| FRANKE K.W. | performance-based evaluation of lateral spreading displacement | 1208 | |
| FRASHERI A. | Slope stability in active seismic zones in Albania | 1185 | |
| FRYDMAN S. | ONE DIMENSIONAL WAVE PROPAGATION CONSIDERING PORE PRESSURE DEVELOPMENT AND DISSIPATION | 1753 | |
| FUJII Ta. | Liquefaction Strength of Coarse Well Graded Fill under Torsional Simple Shear | 1518 | |
| FUJII To. | Deformation Mechanism of Retaining Masonry Walls Subjected to Earthquake | 1229 | |
| FUJIMOTO K. | EMPIRICAL ESTIMATE OF AVERAGE SHEAR-WAVE VELOCITY OF GROUND AT JMA STATIONS IN KANTO REGION, JAPAN | 1228 | |
| FUKUCHI K. | NONLINEAR RESPONSE ANALYSES OF IRREGULAR GROUNDS BY USE OF THE PSEUDO-SPECTRAL METHOD | 1649 | |
| FUKUMOTO S. | RESULTS FROM SINGLE-STATION AND ARRAY MICROTREMOR MEASUREMENTS IN BUCHAREST, ROMANIA | 1522 | |
| FURUKI H.. | DESIGN AND EVALUATION OF A NEW COMPOSITE FOUNDATION OF PILE WITH DMM TO CONTROL THE LATERAL DEFORMATION DURING EARTHQUAKE | 1189 | |
| Author | Title | ID | |
| GAJAN S. | EVALUATION OF THE SEISMIC PERFORMANCE OF COMBINED FRAME-WALL-FOUNDATION STRUCTURAL SYSTEMS THROUGH CENTRIFUGE TESTING | 1497 | |
| GAJAN S. | A contact interface model for nonlinear cyclic moment-rotation behavior of shallow foundations | 1458 | |
| GAJAN S. | CENTRIFUGE mODELLING OF ROCKING BEHAVIOUR OF Bridges ON SHALLOW FOUNDATIONS | 1484 | |
| GALLAGHER P.M. | Dynamic properties of colloidal silica gel and sand mixtures | 1324 | |
| GALLIPOLI M.R. | Effect of vibrating buildings on “free-field” ground motion: from the Bagnoli Experiment to many-buildings simulation | 1388 | |
| GALLIPOLI M.R. | Effect of vibrating buildings on “free-field” ground motion: the Bonefro (Italy) case history | 1386 | |
| GANTES Ch. | STRAIN ANALYSIS OF BURIED PIPELINES DUE TO BLAST-INDUCED ground shock waves | 1625 | |
| GARINI E. | RUPTURE DIRECTIVITY AND FLING STEP EFFECTS ON NEWMARK BLOCK SLIDING | 1563 | |
| GARNIER J. | PHYSICAL AND NUMERICAL MODELLING OF SOIL-FOOTING-STRUCTURE UNDER LATERAL CYCLIC LOADING | 1400 | |
| GARNIER J. | Effect of inclined piles on the dynamic performances of an end-bearing pile group | 1438 | |
| GATMIRI B. | QUANTIFICATION OF SEISMIC SITE EFFECTS IN TWO-DIMENSIONAL IRREGULAR CONFIGURATIONS | 1195 | |
| GATMIRI B. | Liquefaction hazard assessment and gis-based zoning of south-east region of iran | 1305 | |
| GATMIRI B. | Analytical investigation of depth non-homogeneity effect on dynamic response of a saturated soil layer subjected to bed motion | 1224 | |
| GAZETAS G. | Shallow Foundations over Rupturing Normal Faults : Analysis and Experiments | 1581 | |
| GAZETAS G. | PHYSICAL AND NUMERICAL MODELLING OF SOIL-FOOTING-STRUCTURE UNDER LATERAL CYCLIC LOADING | 1400 | |
| GAZETAS G. | Calibration and Verification of Nonlinear Wave Propagation Method | 1564 | |
| GAZETAS G. | RUPTURE DIRECTIVITY AND FLING STEP EFFECTS ON NEWMARK BLOCK SLIDING | 1563 | |
| Gazetas G. | 2–D Wave Effects in Alluvial Valleys: How important and predictable are they? | 1590 | |
| GAZETAS G. | KINEMATIC RESPONSE OF GROUPS WITH INCLINED PILES | 1256 | |
| GAZETAS G. | Effects of soil nonlinearity on the geomorphic aggravation of ground motion in alluvial valleys | 1476 | |
| GAZETAS G. | Seismic Triggering, Evolution and Deposition of Massive Landslides. The Case of Higashi Takezawa (2004) | 1569 | |
| GAZETAS G. | SOIL–STRUCTURE INTERACTION EFFECTS DURING LANDSLIDES IN STRAIN–SOFTENING SOIL | 1570 | |
| GAZETAS G. | Deep Immersed Tunnel Subjected to Major Fault Rupture Deformation | 1582 | |
| Gelagoti F. | 2–D Wave Effects in Alluvial Valleys: How important and predictable are they? | 1590 | |
| GEOMIND Team | GEOPHYSICAL MULTILINGUAL INTERNET-DRIVEN INFORMATION SERVICE (GEOMIND) | 1771 | |
| GEORGARAKOS T. | Deep Immersed Tunnel Subjected to Major Fault Rupture Deformation | 1582 | |
| GEORGOPOULOS E. | Evaluating the Seismic Response of Embankments via NN-based Metamodels | 1302 | |
| GEORGOPOULOS E. | probabilistic analysis of embankments using monte carlo simulation | 1310 | |
| GEROLYMOS N. | Deep Immersed Tunnel Subjected to Major Fault Rupture Deformation | 1582 | |
| GEROLYMOS N. | Calibration and Verification of Nonlinear Wave Propagation Method | 1564 | |
| GEROLYMOS N. | Seismic Triggering, Evolution and Deposition of Massive Landslides. The Case of Higashi Takezawa (2004) | 1569 | |
| GEROLYMOS N. | KINEMATIC RESPONSE OF GROUPS WITH INCLINED PILES | 1256 | |
| GHADIMI M. | Pile-Soil-Pile Interaction under Axial Harmonic Vibrations: A Simple Approach | 1124 | |
| GHAHREMANI K. | LABORARTORY INVESTIGATION OF THE EFFECT OF PLASTIC FINES ON CYCLIC RESISTANCE OF SAND-CLAY MIXTURES | 1166 | |
| GHAHREMANI M. | LABORARTORY INVESTIGATION OF THE EFFECT OF PLASTIC FINES ON CYCLIC RESISTANCE OF SAND-CLAY MIXTURES | 1166 | |
| GHAHREMANI M. | INVESTIGATION ON THE LIQUEFACTION OF A CLAYEY-SANDY SOIL DURING CHANGUREH EARTHQUAKE | 1165 | |
| GHALANDARZADEH A. | Effect of silt content on the undrained anisotropic behaviour of sand in cyclic loading | 1506 | |
| GHALANDARZADEH A. | LABORARTORY INVESTIGATION OF THE EFFECT OF PLASTIC FINES ON CYCLIC RESISTANCE OF SAND-CLAY MIXTURES | 1166 | |
| GHALANDARZADEH A. | INVESTIGATION ON THE LIQUEFACTION OF A CLAYEY-SANDY SOIL DURING CHANGUREH EARTHQUAKE | 1165 | |
| GHALANDARZADEH A. | Determination of Shear Modulus (G0) of a Calcareous Soil by means of SCPTU and rESONANT COLUMN Tests | 1495 | |
| GHALANDARZADEH A. | The Effect of the Chemical Grouting on Liquefaction Potential of Fine Sand | 1314 | |
| GHALANDARZADEH A. | efficiency of cement grouting on the triaxial response of block-sampled liquefiable sand | 1367 | |
| Ghalandarzadeh A. | Seismic Study of Reinforced Earth Walls by Shaking Table Model Tests | 1253 | |
| Ghalandarzadeh A. | DETERMINATION OF SHEAR WAVE VELOCITY PROFILE OF SEDIMENTARY DEPOSITS IN BAM CITY (SOUTHEAST OF IRAN) USING ONE-POINT MICROTREMOR MEASUREMENTS | 1556 | |
| GHAYOOMI M. | Dynamic Properties of a Limy Cemented Gravely Sand | 1553 | |
| Ghazavi M. | DYNAMIC ANALYSIS OF PILE DRIVING FROM VARIOUS HAMMERING LOCATIONS ALONG PILE SHAFT | 1754 | |
| GHAZAVI M. | Pile-Soil-Pile Interaction under Axial Harmonic Vibrations: A Simple Approach | 1124 | |
| GHAZAVI M. | Investigation of Shearing Rate Effects on Sand-Reinforced With Waste Polyamide Fibers | 1727 | |
| GHODRATI AMIRI G. | Damping effect on elastic input energy | 1643 | |
| GHODRATI AMIRI G. | Evaluation of Horizontal Seismic Hazard of Karaj, Iran | 1571 | |
| GHODRATI AMIRI G. | CHARACTERISTICS OF VERTICAL SPECTRUM IN NEAR-FIELD REGION AND INVESTIGATION OF ITS EFFECTS ON THE DYNAMIC RESPONSE OF BRIDGES | 1535 | |
| GHORBANI-TANHA A. K. | Effect of ground surface irregularities on tmd’s performance for response reduction of structures | 1451 | |
| GHOSH B. | ASSESSMENT OF SEISMIC RISK FOR THE DESIGN OF OFFSHORE STRUCTURES IN LIQUEFIABLE SOIL | 1432 | |
| GIANNAKOU A. | KINEMATIC RESPONSE OF GROUPS WITH INCLINED PILES | 1256 | |
| GIARALIS A. | A stochastic approach to synthesizing response spectrum compatible seismic accelerograms | 1319 | |
| GINGERY J.R. | A simplified method for estimating shear strains for ovaling and racking analysis of tunnels | 1142 | |
| GOKTEPE A.B. | Comparison of Dynamic Properties of Clays obtaIned by Different Test Methods | 1488 | |
| GOSHTASBI K. | Two Dimensional Modeling and Stability Analysis of Slopes Overlaying to SHAHID RAGAEE Power Plant | 1637 | |
| Goulet C.A. | Integration of site-specific ground response analysIs results into probabilistic seismic hazard analyses | 1486 | |
| Govindaraju L. | EFFECT OF LOADING FREQUENCY ON CYCLIC BEHAVIOUR OF SOILS | 1315 | |
| GRANGE St. | A 3D MACRO ELEMENT FOR SOIL STRUCTURE INTERACTION | 1308 | |
| GRASSO A. | MECHANICAL BEHAVIOUR OF A POZZOLANA SOIL UNDER CYCLIC LOADINGS | 1492 | |
| GRAZINA J-C | DYNAMIC ANALYSIS AND REINFORCEMENT OF A KILN FOUNDATION UNDER EXCESSIVE VIBRATIONS | 1658 | |
| GRIZI A.F. | Compositional and Loading rate effects on the shear strength of municipal solid waste | 1525 | |
| GULKAN P. | FINITE GRID SOLUTION FOR NON-RECTANGULAR PLATES | 1421 | |
| GUO X. | APPLICATIONS OF THERMODYNAMICAL APPROACHES TO DYNAMIC HARDIN-DRNEVICH MODEL FOR SOILS | 1126 | |
| Author | Title | ID | |
| HABIBI M. | ADVANTAGES AND DISADVANTAGES OF USING SWEDISH WEIGHT SOUNDING FOR LIQUEFACTION ASSESSMENT | 1544 | |
| HACK R. | Soil stability under earthquakes: a sensitivity analysis | 1763 | |
| HAERI S.M. | Dynamic Properties of a Limy Cemented Gravely Sand | 1553 | |
| HAGHSHENO H. | Investigation of Shearing Rate Effects on Sand-Reinforced With Waste Polyamide Fibers | 1727 | |
| HAIGH S.K. | Stress redistribution in liquefied ground under and around shallow foundations: experimental evidence and numerical replication | 1698 | |
| HAJIALILUE-BONAB M. | EXPERIMENTAL EVALUATION OF STATIC AND DYNAMIC P-Y CURVES IN DENSE SAND | 1696 | |
| HAJIMOHAMMADI A. | Determination of Shear Modulus (G0) of a Calcareous Soil by means of SCPTU and rESONANT COLUMN Tests | 1495 | |
| HAMADA M. | Damage in Nias Island Caused by the M8.7 Off-shore Sumatra Earthquake, March 28, 2005 and the Support Activities for the Recovery and Reconstruction | 1528 | |
| HAMADA M. | CYCLIC DEGRADATION IN STRENGTH AND STIFFNESS of NON-PLASTIC SILT BASED ON VOLUME DECREASE POTENTIAL | 1276 | |
| HAMZEHLOO H. | Estimation of coda wave attenuation for East of Central-Iran region using local earthquakes | 1749 | |
| HAN J.T. | Evaluation of the Dynamic Characteristics of Soil-pile System in Liquefiable Ground by Shaking Table Tests | 1340 | |
| Han Y.C. | Advanced Dynamic Analysis For Elevated Concrete Foundations | 1717 | |
| Hanumantharao Ch. | Site Specific Ground Response Analyses at Delhi, india | 1245 | |
| Haque M. | Dynamic Characteristics of Municipal Solid Waste with Degradation in Bioreactor Landfills | 1265 | |
| Haque M. | Seismic Stability of Bioreactor Landfill with Decomposition - A Numerical Modeling | 1266 | |
| HARAJLI M. | Updated Seismic Hazard for Lebanon and Implications on Micro-Zonation of the Greater Beirut ARea | 1719 | |
| Harichandran R.S. | Effect of Non-Prismatic 3-D Canyon on the Scattering of Seismic P- and SV-Waves | 1741 | |
| HARMANDAR E. | NUMERICAL EVALUATION OF THE EARTHQUAKE INDUCED GROUND STRAINS: THE CASE OF DUZCE | 1214 | |
| HARRAZ A.M. | SITE-SPECIFIC EARTHQUAKE RESPONSE ANALYSIS, CASE STUDY: EL MERCADO LIBERTAD | 1107 | |
| HASEGAWA N. | MICROZONING MAP OF PREDOMINANT PERIODS IN KUSATSU CITY ESTIMATED FROM MICROTREMOR MEASUREMENTS | 1135 | |
| HASHASH Y. | AN INVERSE ANALYSIS APPROACH TO EXTRACT DYNAMIC NONLINEAR SOIL BEHAVIOR FROM DOWNHOLE ARRAY DATA | 1133 | |
| HASSEN G. | A numerical tool for the design of slope stabilization systems USING rigid inclusions | 1355 | |
| HATA Y. | A STUDY ON THE APPLIFICABILITY OF THE MODIFIED NEWMARK METHOD | 1307 | |
| HATZIDIMITRIOU P. | Use of ambient noise for microzonation studies in urban environment: The city of Thessaloniki (N. Greece) | 1580 | |
| HAYAKAWA K. | MICROZONING MAP OF PREDOMINANT PERIODS IN KUSATSU CITY ESTIMATED FROM MICROTREMOR MEASUREMENTS | 1135 | |
| HAYANO K. | Dynamic Behavior of Sheet Pile Quay Wall Stabilized by Sea-side Ground Improvement | 1277 | |
| HAYASHI Y. | NONLINEAR BEHAVIOR OF PILE GROUP IN DRY SAND BASED ON LATERAL CYCLIC LOADING TESTS WITH LARGE DISPLACEMENT AMPLITUDE | 1721 | |
| HAYASHIKAWA T. | Seismic Protection of Cable-Stayed Bridges under Multiple-Support Excitations | 1361 | |
| HAYASHIKAWA T. | SOIL STRUCTURE INTERACTION EFFECTS ON SEISMIC DESIGN OF BASE-CONNECTION FOR CABLE-STAYED BRIDGE TOWERS | 1304 | |
| HAZARIKA H. | Sandwiched Backfilling Technique for Earthquake Protection of Geotechnical Structures | 1627 | |
| HEIDARI T. | Effects of Canyon SHAPE on the Seismic Response of Earthfill dams | 1705 | |
| HIGASHI S. | Group Installation of Plastic Board Drains at Embankment Toes for Liquefaction and Lateral Flow Countermeasures | 1519 | |
| HILTUNEN D.R. | CONE MODEL PREDICTIONS OF DYNAMIC IMPEDANCE FUNCTIONS OF SHALLOW FOUNDATIONS | 1461 | |
| HINCHBERGER S. | Approximate Evaluation of Nonlinear Effects on Seismically Induced In-Plane Stresses in Tunnel Linings | 1326 | |
| HINCHBERGER S. | DYNAMIC PROPERTIES OF MODIFIED GLYBEN as ARTIFICIAL clay for seismic applications | 1751 | |
| HIRATSUKA T. | Deformation of a river dike due to the Miyagi-ken Hokubu Earthquake | 1240 | |
| HOIT M. | THE CONTRIBUTION OF SKIN FRICTION TO THE LATERAL RESISTANCE OF THE SOIL ON PILES/SHAFTS | 1329 | |
| HOLLNACK D. | Modelling vulnerability in earthquake risk models: an insurance perspective | 1348 | |
| HOLZER T.L. | Predicting Shear-Wave vELOCITY FROM CONE PENETRATION RESISTANCE | 1454 | |
| Hossain MD. S. | Dynamic Characteristics of Municipal Solid Waste with Degradation in Bioreactor Landfills | 1265 | |
| Hossain MD. S. | Seismic Stability of Bioreactor Landfill with Decomposition - A Numerical Modeling | 1266 | |
| Hosseininia E.S. | COMPARISON OF LIQUEFACTION ASSESSMENT RESULTS USING SPT AND CPTU DATA | 1475 | |
| HOUSTON W.N | SITE-SPECIFIC EARTHQUAKE RESPONSE ANALYSIS, CASE STUDY: EL MERCADO LIBERTAD | 1107 | |
| Hoyos L. | Dynamic Characteristics of Municipal Solid Waste with Degradation in Bioreactor Landfills | 1265 | |
| Hoyos L. | Seismic Stability of Bioreactor Landfill with Decomposition - A Numerical Modeling | 1266 | |
| HSU S-Y | VARIATIONS OF SHEAR WAVE VELOCITY AT HUALIEN LSST SITE WITH RESPECT TO MAGNITUDE OF EARTHQUAKE SHAKINGS | 1737 | |
| HUANG X. | THE FIELD TESTING ON NEGATIVE SKIN FRICTION ALONG PILES CAUSED BY SEISMIC SETTLEMENT IN LOESS | 1143 | |
| HUANG Y. | LIQUEFACTION-INDUCED SETTLEMENT OF RIVER LEVEE DUE TO LONG/SHORT GROUND EXCITATION | 1125 | |
| HUANG Y. | COUNTERMEASURES AGAINST LIQUEFACTION-INDUCED LARGE SETTLEMENT OF RIVER LEVEE | 1122 | |
| HUANG Y-M | performance-based evaluation of lateral spreading displacement | 1208 | |
| HUBER G. | NONLINEAR SOIL BEHAVIOUR UNDER STATIONARY AND TRANSIENT EXCITATION | 1559 | |
| HUTCHINSON T. | EVALUATION OF THE SEISMIC PERFORMANCE OF COMBINED FRAME-WALL-FOUNDATION STRUCTURAL SYSTEMS THROUGH CENTRIFUGE TESTING | 1497 | |
| HUTCHINSON T. | EXPERIMENTAL INVESTIGATION OF GROUTED HELICAL PIERS FOR USE IN FOUNDATION REHABILITATION | 1471 | |
| HWANG J.I. | Evaluation of the Dynamic Characteristics of Soil-pile System in Liquefiable Ground by Shaking Table Tests | 1340 | |
| HYODO M. | Liquefaction Characteristics of Crushable Volcanic Soil “Shirasu” | 1288 | |
| Author | Title | ID | |
| IAI S. | Failure Mechanism of an Embankment Resting on Liquefiable Ground | 1362 | |
| IIBA M. | Evidence of soil-structure interaction from earthquake records at a high-rise building site in Bucharest | 1523 | |
| IIBA M. | EVALUATION OF SEISMIC RESPONSE OF BUILDING WITH SIMPLIFIED ESTIMATION OF SPRING AND DASHPOT AT BASE | 1332 | |
| IKEDA T. | INVESTIGATION ON SEISMIC BEHAVIOR OF A ROAD EMBANKMENT ON SOFT GROUND BASED ON EARTHQUAKE OBSERVATION RECORDS | 1335 | |
| IMAYOSHI T. | Effects of Seismic Earth Pressure and Sidewall Friction on Pile Stress during Soil Liquefaction | 1702 | |
| INCE G.C. | SEISMIC MICROZONATION OF HISTORICAL PENINSULA (ISTANBUL) WITH RESPECT TO LIQUEFACTION SUSCEPTIBILITY | 1354 | |
| INGLES J. | From PALEO to POSSIBLE PRESENT-DAY LARGE-SCALE LANDSLIDE. A GENERALIZED NEWMARK APPROACH OF THE TARAPACA LANDSLIDE (NORTHERN CHILE) | 1427 | |
| IRAKLEIDIS A-K. | AN INVESTIGATION INTO THE UNCERTAINTY OF THE ONE DIMENSIONAL SITE RESPONSE ANALYSIS | 1180 | |
| ISHIHARA K. | SIMPLIFIED ANALYSIS OF PILES SUBJECTED TO LATERAL SPREADING: PARAMETERS AND UNCERTAINTIES | 1385 | |
| ISHIHARA K. | POSSIBILITY OF UNDRAINED FLOW IN SUCTION-DEVELOPED UNSATURATED SANDY SOILS IN TRIAXIAL TESTS | 1289 | |
| ISHIHARA K. | UNDRAINED FLOW CHARACTERISTICS OF PARTIALLY SATURATED SANDY SOILS IN TRIAXIAL TESTS | 1239 | |
| ISHII C. | Model tests to demonstrate the effectiveness of a nailing method on the stability of natural slopes during earthquakes | 1533 | |
| IWAMOTO J. | Group Installation of Plastic Board Drains at Embankment Toes for Liquefaction and Lateral Flow Countermeasures | 1519 | |
| Author | Title | ID | |
| JAFARI M.K. | Seismic Behavior of 2D Semi-sine Shaped Hills Subjected to Vertically Propagating Incident SV and P Waves | 1740 | |
| JAFARIAN Y.M. | Mitigation of Earthquake Induced Liquefaction Hazards, A Case Study: Bandar Abbas Dry Dock Project | 1508 | |
| JAFARZADEH F. | LABORATORY STUDY OF DYNAMIC PROPERTIES OF BABOLSAR AND TOYOURA SANDS UNDER VARIOUS CONFINING PRESSURES WITH BENDER ELEMENT TESTS | 1731 | |
| Jafarzadeh F. | Effect of Various Parameters on Dynamic Properties of Babolsar Sand by Cyclic Simple Shear Device | 1274 | |
| JAFARZADEH F. | Shear Modulus and Damping Ratio of Sands at Medium to Large Shear Strains with Cyclic Simple Shear Tests | 1732 | |
| Jalili M. | COMPARISON OF LIQUEFACTION ASSESSMENT RESULTS USING SPT AND CPTU DATA | 1475 | |
| JAUME St.C. | Fundamental Resonance Frequencies in a Region with Gradually “Varying” Sediment Thickness | 1333 | |
| Jeremic B. | Issues in modeling and simulations of soil liquefaction | 1159 | |
| JEREMIC B. | Influence of Soil-Foundation-Structure Interaction on Seismic Response of Bridges | 1158 | |
| JEREMIC B. | SEISMIC WAVE PROPAGATION IN STOCHASTIC SOILS | 1160 | |
| JEREMIC B. | CENTRIFUGE mODELLING OF ROCKING BEHAVIOUR OF Bridges ON SHALLOW FOUNDATIONS | 1484 | |
| JERRAM J. | LIQUEFACTION SUSCEPTIBILITY OF SILTY SAND LAYERS IN THE GRENOBLE BASIN: INVESTIGATION BY IN SITU TESTING AND NUMERICAL SIMULATION | 1437 | |
| JIBU M. | Group Installation of Plastic Board Drains at Embankment Toes for Liquefaction and Lateral Flow Countermeasures | 1519 | |
| JIE G. | Influence of Soil-Foundation-Structure Interaction on Seismic Response of Bridges | 1158 | |
| JIRYAEI SHARAHI M. | TRACTION TRANSIENT FUNDAMENTAL SOLUTIONS FOR 3D SATURATED POROELASTIC MEDIA WITH INCOMPRESSIBLE CONSTITUENTS | 1757 | |
| Joh S-H | Joint Inversion Analysis using the Dispersion Characteristics of Love and Rayleigh Waves | 1260 | |
| Author | Title | ID | |
| Kakderi K. | SEISMIC RISK ANALYSIS OF INTERDEPENDENT LIFELINE | 1578 | |
| KAKDERI K. | VULNERABILITY ASSESSMENT AND RISK MANAGEMENT OF LIFELINES, INFRASTRUCTURES AND CRITICAL FACILITIES. THE CASE OF THESSALONIKI’ S METROPOLITAN AREA | 1774 | |
| KAKOULIDOU A. | CONCLUSIONS AND COMMENTS FROM SEISMIC ANALYSIS OF EMBANKMENTS ACCORDING TO GREEK SEISMIC CODE | 1629 | |
| KALYVAS G. | effect of a liquefiable soil layer on soil-structure interaction and building damage | 1393 | |
| KAMALIAN M. | Seismic Behavior of 2D Semi-sine Shaped Hills Subjected to Vertically Propagating Incident SV and P Waves | 1740 | |
| KAMALIAN M. | TRACTION TRANSIENT FUNDAMENTAL SOLUTIONS FOR 3D SATURATED POROELASTIC MEDIA WITH INCOMPRESSIBLE CONSTITUENTS | 1757 | |
| Kamalian M. | Low Period Amplification Patterns of Topographic Features Subjected to Vertically Propagating Incident SV Waves | 1682 | |
| KAMATA T. | POSSIBILITY OF UNDRAINED FLOW IN SUCTION-DEVELOPED UNSATURATED SANDY SOILS IN TRIAXIAL TESTS | 1289 | |
| KAMATA T. | UNDRAINED FLOW CHARACTERISTICS OF PARTIALLY SATURATED SANDY SOILS IN TRIAXIAL TESTS | 1239 | |
| KAMIAKITO N. | INVESTIGATION ON SEISMIC BEHAVIOR OF A ROAD EMBANKMENT ON SOFT GROUND BASED ON EARTHQUAKE OBSERVATION RECORDS | 1335 | |
| KAMIYAMA M. | NONLINEAR RESPONSE ANALYSES OF IRREGULAR GROUNDS BY USE OF THE PSEUDO-SPECTRAL METHOD | 1649 | |
| KAMURA A. | A Unified Prediction for Liquefaction and Settlement of Saturated Sandy Ground | 1382 | |
| KANO S. | A STUDY ON THE APPLIFICABILITY OF THE MODIFIED NEWMARK METHOD | 1307 | |
| KAPETAS M. | THE EFFECT OF INHOMOGENEITIES ON THE DYNAMIC RESPONSE OF LAYERED SOIL WITH VARIABLE DAMPING | 1191 | |
| KAPPOS A. | Calibration of Eurocode 8 (EN1998-1) site-dependent acceleration and displacement spectra using records from Greece | 1192 | |
| KARABALIS D. | Dynamic Characteristics of Structures on Piles and Footings | 1672 | |
| KARADENIZ D. | THE EFFECT OF SITE CONDITIONS ON AMPLIFICATION OF GROUND MOTION IN THE ST LOUIS AREA | 1768 | |
| KARAKOSTAS Ch. | Calibration of Eurocode 8 (EN1998-1) site-dependent acceleration and displacement spectra using records from Greece | 1192 | |
| KARAM J-P | Determinig a Profile of Shear Wave Velocity Using Laboratory measurements: Application to the Scale Effect | 1642 | |
| KARAMITROS D. | AnalyTICAL VERIFICATION of Buried Steel Pipelines at Strike-Slip Fault Crossings | 1640 | |
| KARAMITROS D. | ZONE OF EXCESSIVE GROUND SURFACE DISTORTION DUE TO DIP-SLIP FAULT RUPTURE | 1583 | |
| KARAOULANIS F. | limiting values on earthquake ground motion due to strength of near-surface material | 1655 | |
| KARAOULANIS F. | A CONSISTENT METHODOLOGY FOR THE IMPOSITION OF TIME VARYING BOUNDARY CONDITIONS IN SOIL DYNAMICS: THEORY AND APPLICATION | 1630 | |
| KARASIN A.H. | FINITE GRID SOLUTION FOR NON-RECTANGULAR PLATES | 1421 | |
| KARIMPOUR M.F. | Mitigation of Earthquake Induced Liquefaction Hazards, A Case Study: Bandar Abbas Dry Dock Project | 1508 | |
| KARMOKAR A. | Sandwiched Backfilling Technique for Earthquake Protection of Geotechnical Structures | 1627 | |
| KASHIMA T. | Free-Field and Borehole Strong Motion Array in Bucharest, Romania | 1521 | |
| KASHIMA T. | Evidence of soil-structure interaction from earthquake records at a high-rise building site in Bucharest | 1523 | |
| KASHIWA H. | NONLINEAR BEHAVIOR OF PILE GROUP IN DRY SAND BASED ON LATERAL CYCLIC LOADING TESTS WITH LARGE DISPLACEMENT AMPLITUDE | 1721 | |
| KATADA T. | A micro-bubble injection method for a countermeasure against liquefaction | 1764 | |
| KATAOKA S. | Estimation for S-wave velocity profile using Rayleigh wave induced by the standard penetration test | 1395 | |
| Katsanos E.I. | ASSESSMENT OF SOIL-STRUCTURE-INTERACTION EFFECTS ON THE DYNAMIC RESPONSE OF STEEL HIGH-RISE MOMENT RESISTING BUILDINGS | 1599 | |
| Kavand A. | DETERMINATION OF SHEAR WAVE VELOCITY PROFILE OF SEDIMENTARY DEPOSITS IN BAM CITY (SOUTHEAST OF IRAN) USING ONE-POINT MICROTREMOR MEASUREMENTS | 1556 | |
| KAVAZANJIAN E. Jr. | Compositional and Loading rate effects on the shear strength of municipal solid waste | 1525 | |
| KAYNIA A.M. | Soil stability under earthquakes: a sensitivity analysis | 1763 | |
| KAZAMA M. | TRACES OF LIQUEFACTION UNDER THE SHINANO RIVER BANK DURING THE 1964 NIIGATA EARTHQUAKE | 1209 | |
| KAZAMA M. | Volumetric compression behavior of sand under cyclic loading history with various stress paths | 1278 | |
| KAZAMA M. | A Unified Prediction for Liquefaction and Settlement of Saturated Sandy Ground | 1382 | |
| KAZEMINEJAD S. | Determination of Shear Modulus (G0) of a Calcareous Soil by means of SCPTU and rESONANT COLUMN Tests | 1495 | |
| KELESOGLU M.K. | SEISMIC BEARING CAPACITY DEGRADATION AS A PART OF INTEGRATED EARTHQUAKE DAMAGE ASSESSMENT | 1648 | |
| KHALIL L. | INFLUENCE OF THE SOIL-STRUCTURE INTERACTION (SSI) ON THE FUNDAMENTAL FREQUENCY OF STRUCTURES | 1545 | |
| Khan A.N. | Kinematic Interaction Factors of Piles | 1596 | |
| Khan A.N. | Fixed Head Kinematic Pile Bending Moment Time History: Artificial Neural Network Approach | 1661 | |
| KHAN M. | Dynamic Behavior of Sheet Pile Quay Wall Stabilized by Sea-side Ground Improvement | 1277 | |
| KHOLMYANSKY M.L. | Single-degree-of-freedom system with random stiffness under random kinematic excitation | 1517 | |
| Khosravi A. | Effect of Various Parameters on Dynamic Properties of Babolsar Sand by Cyclic Simple Shear Device | 1274 | |
| Khosravi M. | Effect of Various Parameters on Dynamic Properties of Babolsar Sand by Cyclic Simple Shear Device | 1274 | |
| KIKUCHI Y. | Sandwiched Backfilling Technique for Earthquake Protection of Geotechnical Structures | 1627 | |
| KILIC H. | comparIson of one and two dImensIonal sIte response analysIs results for kucukcekmece regIon IN Istanbul | 1351 | |
| Kim B.K. | AN ENERGY BASED EXCESS PORE PRESSURE GENERATION MODEL UNDER EARTHQUAKE LOADING | 1346 | |
| Kim D-S | Improvement of Data Interpretation Method for Downhole seismic method | 1282 | |
| Kim D-S | Determinations of p, s-wave velocities and pore water pressure buildup with b-value for nearly saturated sands | 1283 | |
| Kim D-S | seismic site characterization using hwaw(Harmonic wAVELET ANalysis of waves) method | 1352 | |
| KIM D-S | VERSATILE APPLICATIONS OF a GEOTECHNICAL INFORMATION SYSTEM FOR ESTIMATING SITE EFFECTS AT GYEONGJU IN KOREA | 1338 | |
| Kim J-T | seismic site characterization using hwaw(Harmonic wAVELET ANalysis of waves) method | 1352 | |
| KIM M.M. | Evaluation of the Dynamic Characteristics of Soil-pile System in Liquefiable Ground by Shaking Table Tests | 1340 | |
| Kim S.I. | AN ENERGY BASED EXCESS PORE PRESSURE GENERATION MODEL UNDER EARTHQUAKE LOADING | 1346 | |
| KIM S.R. | Evaluation of the Dynamic Characteristics of Soil-pile System in Liquefiable Ground by Shaking Table Tests | 1340 | |
| KIRATZI A. | THE 20 JUNE 1978 THESSALONIKI (NORTHERN GREECE) EARTHQUAKE REVISITED: SLIP DISTRIBUTION AND FORWARD MODELLING OF GEODETIC AND SEISMOLOGICAL OBSERVATIONS | 1594 | |
| KIRTAS E. | DISCUSSION ON THE FUNDAMENTAL PERIOD OF SDOF SYSTEMS INCLUDING SOIL-STRUCTURE INTERACTION | 1692 | |
| KIRTAS E. | INSIGHT INTO SOIL-PILE-STRUCTURE INTERACTION INCLUDING INERTIAL AND KINEMATIC EFFECTS | 1695 | |
| KIRTAS E. | EVALUATION OF DYNAMIC SOIL-PILE INTERACTION BASED ON BACK CALCULATED P-Y CURVES | 1694 | |
| KISHIDA T. | Sandwiched Backfilling Technique for Earthquake Protection of Geotechnical Structures | 1627 | |
| KITAZUME M. | Dynamic Behavior of Sheet Pile Quay Wall Stabilized by Sea-side Ground Improvement | 1277 | |
| KITIYODOM P. | INFLUENCE OF SUPERSTRUCTURE VIBRATION MODE ON SEISMICALLY INDUCED FORCES ALONG PILE | 1202 | |
| KITIYODOM P. | An Approximate Estimation of Dynamic Influence Factor in Elastic Semi-infinite Ground | 1203 | |
| KIYONO J. | Damage in Nias Island Caused by the M8.7 Off-shore Sumatra Earthquake, March 28, 2005 and the Support Activities for the Recovery and Reconstruction | 1528 | |
| Klimis N. | Reinforcement and protection of a rock-cliff: methodological approach, analysis and design | 1739 | |
| Klimis N. | Geotechnical earthquake hazard assessment based on a GIS platform | 1441 | |
| KLIMIS N. | EVALUATION OF SITE CHARACTERISTICS IN LIQUEFIABLE SOILS | 1651 | |
| KLOUKINAS P. | SEISMIC EARTH PRESSURES BY STRESS LIMIT ANALYSIS | 1671 | |
| KOC A.C. | EVALUATION OF WATER DISTRIBUTION PIPELINE PERFORMANCE AGAINST EARTHQUAKES | 1748 | |
| KOCKAR M.K. | EVALUATION OF SITE CHARACTERIZATIONS AND SITE EFFECTS OF THE ANKARA BASIN, TURKEY | 1241 | |
| KODAMA H. | Damage in Nias Island Caused by the M8.7 Off-shore Sumatra Earthquake, March 28, 2005 and the Support Activities for the Recovery and Reconstruction | 1528 | |
| KOLIAS B. | Seismic Response Analysis of an Immersed Tunnel Using Imposed Deformations | 1473 | |
| KOLLER M.G. | Microzonation of the city of visp (switzerland) using a 2d equivalent linear approach | 1755 | |
| KONAGAI K. | INVESTIGATION ON THE LIQUEFACTION OF A CLAYEY-SANDY SOIL DURING CHANGUREH EARTHQUAKE | 1165 | |
| KONTOE St. | A Review of Performance Based Design Procedures for Gravity Retaining Structures under Seismic Loading | 1520 | |
| KONTOE St. | The use of absorbing boundaries in dynamic analyses of soil-structure interaction problems | 1231 | |
| KOTRONIS P. | A 3D MACRO ELEMENT FOR SOIL STRUCTURE INTERACTION | 1308 | |
| Kotsoglou A. | SOIL-STRUCTURE INTERACTION: CAPACITY CURVE eVALUATION AND SEISMIC ASSESSMENT OF HIGHWAY OVERCROSSINGS | 1182 | |
| KOTTKE A.R. | SEMI-AUTOMATED SELECTION AND SCALING OF EARTHQUAKE GROUND MOTIONS | 1248 | |
| KOURENTAS N. | REMOTE MONITORING SYSTEM OF THE BEHAVIOR OF THE NEW KORINTHOS ISTHMUS RAILWAY BRIDGE | 1773 | |
| KOURETZIS G. | AnalyTICAL VERIFICATION of Buried Steel Pipelines at Strike-Slip Fault Crossings | 1640 | |
| KOURETZIS G. | STRAIN ANALYSIS OF BURIED PIPELINES DUE TO BLAST-INDUCED ground shock waves | 1625 | |
| KOURKOULIS R. | Deep Immersed Tunnel Subjected to Major Fault Rupture Deformation | 1582 | |
| Kourkoulis R. | 2–D Wave Effects in Alluvial Valleys: How important and predictable are they? | 1590 | |
| KOURKOULIS R. | SOIL–STRUCTURE INTERACTION EFFECTS DURING LANDSLIDES IN STRAIN–SOFTENING SOIL | 1570 | |
| Kourtidis V. | Soil-Foundation-Bridge Pier Interaction at the Euroseis Test Site | 1598 | |
| Koutrakis S. | Geotechnical earthquake hazard assessment based on a GIS platform | 1441 | |
| Koutrakis S. | THESSALONIKI SEISMIC HAZARD ASSESSMENT: PROBABILISTIC AND DETERMINISTIC APPROACH FOR ROCK SITE CONDITIONS | 1701 | |
| KOYAMA S. | Free-Field and Borehole Strong Motion Array in Bucharest, Romania | 1521 | |
| KRAMER St.L. | performance-based evaluation of lateral spreading displacement | 1208 | |
| KTENIDOU O-J | limiting values on earthquake ground motion due to strength of near-surface material | 1655 | |
| KTENIDOU O-J | ASPECTS OF SURFACE TOPOGRAPHY AND SITE EFFECTS - EXPERIMENTAL AND NUMERICAL STUDIES AT AEGION, GREECE | 1656 | |
| KTENIDOU O-J | Experimental study of topographic effects using explosions and microtremors recordings | 1573 | |
| KULESZA R. | Seismic soil-pile group interaction analysis of a battered pile group | 1733 | |
| Kumar D. | eXPERIMENTAL STUDIES ON MODEL CAISSONS IN SOFT CLAY UNDER LATERAL CYCLIC LOADING | 1769 | |
| KURATA T. | NONLINEAR BEHAVIOR OF PILE GROUP IN DRY SAND BASED ON LATERAL CYCLIC LOADING TESTS WITH LARGE DISPLACEMENT AMPLITUDE | 1721 | |
| KURIMOTO O. | EVALUATION OF SEISMIC RESPONSE OF BUILDING WITH SIMPLIFIED ESTIMATION OF SPRING AND DASHPOT AT BASE | 1332 | |
| KUSE M. | LIQUEFACTION-INDUCED SETTLEMENT OF RIVER LEVEE DUE TO LONG/SHORT GROUND EXCITATION | 1125 | |
| KUTTER B. | EVALUATION OF THE SEISMIC PERFORMANCE OF COMBINED FRAME-WALL-FOUNDATION STRUCTURAL SYSTEMS THROUGH CENTRIFUGE TESTING | 1497 | |
| KUTTER B. | CENTRIFUGE mODELLING OF ROCKING BEHAVIOUR OF Bridges ON SHALLOW FOUNDATIONS | 1484 | |
| KUTTER B. | A contact interface model for nonlinear cyclic moment-rotation behavior of shallow foundations | 1458 | |
| KVASNICKA P. | A simple solution for triaxial apparatuses with rods outside the cell | 1440 | |
| Kyriakides K. | Reinforcement and protection of a rock-cliff: methodological approach, analysis and design | 1739 | |
| Author | Title | ID | |
| LACAVE C. | Microzonation of the city of visp (switzerland) using a 2d equivalent linear approach | 1755 | |
| LAEFER D. | EXPERIMENTAL INVESTIGATION OF GROUTED HELICAL PIERS FOR USE IN FOUNDATION REHABILITATION | 1471 | |
| LAGAROS N. | Evaluating the Seismic Response of Embankments via NN-based Metamodels | 1302 | |
| LAGAROS N. | probabilistic analysis of embankments using monte carlo simulation | 1310 | |
| LAI C.G | NUMERICAL MODELLING OF SEISMIC RESPONSE OF CANTILEVER EARTH-RETAINING STRUCTURES | 1269 | |
| LAI C.G. | Seismic Analysis of DEep tunnels in WEAK rock: A Case Study in Southern Italy | 1616 | |
| Lai C.G. | Fixed Head Kinematic Pile Bending Moment Time History: Artificial Neural Network Approach | 1661 | |
| LAI C.G. | Seismic Performance, Analysis and Design of Wharf Structures: A Comparison of Worldwide Typologies. | 1760 | |
| LAIRD J. | evaluation of uncertainties in dynamic properties | 1359 | |
| LANZANO G. | PSEUDOSTATIC AND DYNAMIC ANALYSES OF TUNNELS IN TRANSVERSAL AND LONGITUDINAL DIRECTIONS | 1550 | |
| LANZO G. | Experimental study of topographic effects using explosions and microtremors recordings | 1573 | |
| LANZO G. | GROUND MOTION AMPLIFICATION IN SAN GIULIANO DI PUGLIA (SOUTHERN ITALY) DURING THE 2002 MOLISE EARTHQUAKES | 1611 | |
| LAOUAMI N. | RESPONSE OF A ROCKFILL DAM TO SPATIALLY VARYING EARTHQUAKE GROUND MOTION | 1181 | |
| LAUE J. | The influence of different stress states on soil liquefaction under a building | 1311 | |
| LAURENZANO G. | Effect of vibrating buildings on “free-field” ground motion: the Bonefro (Italy) case history | 1386 | |
| LEDEZMA C. | Evaluating Seismic Displacements and Damage for Pile Foundations Undergoing Liquefaction-Induced Lateral Spreading | 1460 | |
| Lee Il-H | Joint Inversion Analysis using the Dispersion Characteristics of Love and Rayleigh Waves | 1260 | |
| LEE J. | Centrifuge Modeling for Sliding of Gentle Slope on Partially Saturated Fine Sand Subject to Sinusoidal Ground Motion | 1280 | |
| Lee S-H | Determinations of p, s-wave velocities and pore water pressure buildup with b-value for nearly saturated sands | 1283 | |
| LEE S-J | VERSATILE APPLICATIONS OF a GEOTECHNICAL INFORMATION SYSTEM FOR ESTIMATING SITE EFFECTS AT GYEONGJU IN KOREA | 1338 | |
| Lee W.F. | Seismic Performance Analyses of Geosynthetic Reinforced Slopes | 1384 | |
| LEE W.F. | uNCOUPLED NUMERICAL ANALYSIS FOR GROUND LATERAL SPREAD EFFECTS ON SINGLE PILE | 1152 | |
| LEKIDIS V. | Calibration of Eurocode 8 (EN1998-1) site-dependent acceleration and displacement spectra using records from Greece | 1192 | |
| LEMME A. | CORRELATION BETWEEN LOCAL AMPLIFICATION EFFECTS AND DAMAGE MECHANISMS FOR MONUMENTAL BUILDINGS | 1409 | |
| LENART S. | Modeling of Cyclic Mobility – An Energy Approach | 1317 | |
| LENART S. | Dynamic and static liquefaction potential of a silty sand from BoStanj, Slovenia | 1318 | |
| LENTI L. | A simplified non linear model to analyze site effects in alluvial deposits | 1592 | |
| Leoni G. | Influence of the Soil-Structure Interaction on seismic response of a railway bridge | 1711 | |
| LEONIDOU E. | FAULT-RUPTURE RELATED HAZARD TO ENGINEERED STRUCTURES -PARAMETRIC NUMERICAL ANALYSES | 1679 | |
| LESHCHINSKY D. | Behavior of A Large-Scale Modular-Block Reinforced Soil Retaining Wall Subject to Kobe Earthquake Shaking | 1541 | |
| LEVACHER D. | EXPERIMENTAL EVALUATION OF STATIC AND DYNAMIC P-Y CURVES IN DENSE SAND | 1696 | |
| LEVENTAKIS G. | Use of ambient noise for microzonation studies in urban environment: The city of Thessaloniki (N. Greece) | 1580 | |
| LI J. | Seismic analysis of utility tunnel considering wave passage effect | 1369 | |
| LI L. | STUDY ON LIQUEFACTION OF LOESS SITE | 1164 | |
| LI W. | FROM RESEARCH TO PRACTICE IN NONLINEAR SITE RESPONSE: OBSERVATIONS AND SIMULATIONS IN THE L.A. BASIN | 1199 | |
| LIAO J-C | uNCOUPLED NUMERICAL ANALYSIS FOR GROUND LATERAL SPREAD EFFECTS ON SINGLE PILE | 1152 | |
| Lin B.S. | DYNAMIC PILE BEHAVIORS AFFECTED BY LIQUEFACTION FROM EQWEAP ANALYSIS | 1336 | |
| LIN G. | Improved Adaptive Spectra-Based Pushover Analysis for Estimating Seismic Performance for Bridge Structures | 1759 | |
| Lin P.S. | Cyclic Softening of Low-plasticity Clay and its Effect on Seismic Foundation Performance | 1490 | |
| Lin S.S. | Seismic Performance Analyses of Geosynthetic Reinforced Slopes | 1384 | |
| LIN S-S | uNCOUPLED NUMERICAL ANALYSIS FOR GROUND LATERAL SPREAD EFFECTS ON SINGLE PILE | 1152 | |
| LING G. | APPLICATIONS OF THERMODYNAMICAL APPROACHES TO DYNAMIC HARDIN-DRNEVICH MODEL FOR SOILS | 1126 | |
| LING H.I. | Behavior of A Large-Scale Modular-Block Reinforced Soil Retaining Wall Subject to Kobe Earthquake Shaking | 1541 | |
| LIU C-G | Improved Adaptive Spectra-Based Pushover Analysis for Estimating Seismic Performance for Bridge Structures | 1759 | |
| LIU P. | Effects of Correlation of Source Parameters on Ground Motion Estimates | 1284 | |
| LIU Y. | MAPPING GROUND-SHAKING HAZARD FOR LAS VEGAS, NEVADA (USA) | 1281 | |
| LIVAOGLU R. | APPLICATION OF MASSLESS FOUNDATION MODEL TO FLUID-ELEVATED TANKS-SOIL/FOUNDATION SYSTEM | 1746 | |
| Lo Presti D. | Assessment of EC8 AND ITALIAN CODE PRESCRIPTIONS FOR SEISMIC ACTIONS | 1557 | |
| LOMBAERT G. | Application of the CLM method for the solution of the inverse problem in the SASW method | 1710 | |
| Lombaert G. | THE CHARACTERIZATION OF THE DYNAMIC SOIL PROPERTIES BY MEANS OF A MONTE CARLO INVERSION OF THE RAYLEIGHWAVE DISPERSION CURVE | 1714 | |
| LOPES I. | Estimation of site effects modelling parameters using a geotechnical database | 1446 | |
| LOPES I. | Site characterization of a volcanic crater in Terceira Island - Azores | 1720 | |
| LOPEZ-CABALLERO F. | NON-LINEAR ssi effects on the seismic performance evaluation | 1406 | |
| LOUADJ S. | RESPONSE OF A ROCKFILL DAM TO SPATIALLY VARYING EARTHQUAKE GROUND MOTION | 1181 | |
| LOUKIDIS D. | ZONE OF EXCESSIVE GROUND SURFACE DISTORTION DUE TO DIP-SLIP FAULT RUPTURE | 1583 | |
| LUBKOWSKI Z. | ASSESSMENT OF SEISMIC RISK FOR THE DESIGN OF OFFSHORE STRUCTURES IN LIQUEFIABLE SOIL | 1432 | |
| LUKE B. | MAPPING GROUND-SHAKING HAZARD FOR LAS VEGAS, NEVADA (USA) | 1281 | |
| LUKE B. | Testing Geologic Boundaries for VS MAPping in LAS VEGAS, NeVada | 1275 | |
| LUNG W.H. | SEISMIC DESIGN OF RETAINING WALLS CONSIDERING VERTICAL GROUND ACCELERATION | 1371 | |
| Author | Title | ID | |
| Madabhushi G. | Modelling of liquefaction around tunnels | 1257 | |
| Madabhushi G. | Vulnerability of Adobe Buildings under Earthquake Loading | 1244 | |
| MADABHUSHI G. | OBSERVATION OF SOIL DISPLACEMENTS AROUND TUNNELS SUBJECTED TO EARTHQUAKE LOADING | 1247 | |
| MADABHUSHI G. | Stress redistribution in liquefied ground under and around shallow foundations: experimental evidence and numerical replication | 1698 | |
| MADHAV M.R. | liquefaction mitigation of sand deposits by granular piles: densification and dilation effects | 1119 | |
| MAEDA T. | Source, Path and Site Effects on Strong Ground Motions from the 2003 Tokachi-oki Earthquake Sequence | 1504 | |
| MAEDA Y. | DESIGN AND EVALUATION OF A NEW COMPOSITE FOUNDATION OF PILE WITH DMM TO CONTROL THE LATERAL DEFORMATION DURING EARTHQUAKE | 1189 | |
| MAERTENS J. | Optimization of sensor location by static and Dynamic slope stability analysis | 1303 | |
| Mahbod A. | DYNAMIC ANALYSIS OF PILE DRIVING FROM VARIOUS HAMMERING LOCATIONS ALONG PILE SHAFT | 1754 | |
| MAHMOODZADEH H. | The Effect of the Chemical Grouting on Liquefaction Potential of Fine Sand | 1314 | |
| MAHOOD M. | Estimation of coda wave attenuation for East of Central-Iran region using local earthquakes | 1749 | |
| Maiorano R.M.S. | Effects of soil non-linearity on bending moments in piles due to seismic kinematic interaction | 1574 | |
| Makra K. | HOW SENSITIVE THE EFFECTS OF LATERAL HETEROGENEITY ON SEISMIC GROUND MOTION ARE ? | 1687 | |
| MAKRIS N. | Response Analysis of Rigid Structures Rocking on Yielding Foundation | 1617 | |
| MANAKOU M. | The 3D geological structure of the Mygdonian SEDIMENTARY basin (Greece) | 1686 | |
| MANAKOU M. | Experimental study of topographic effects using explosions and microtremors recordings | 1573 | |
| MANOLAKOS V. | REMOTE MONITORING SYSTEM OF THE BEHAVIOR OF THE NEW KORINTHOS ISTHMUS RAILWAY BRIDGE | 1773 | |
| MANOLIS G. | THE EFFECT OF INHOMOGENEITIES ON THE DYNAMIC RESPONSE OF LAYERED SOIL WITH VARIABLE DAMPING | 1191 | |
| MANOLIS G. | FREE-FIELD MOTIONS IN THE INHOMOGENEOUS HALFPLANE | 1190 | |
| Manos G. | Soil-Foundation-Bridge Pier Interaction at the Euroseis Test Site | 1598 | |
| MANOU D. | DUZCE (M7.2, 1999) EARTHQUAKE: DAMAGE CORRELATION WITH THE MICROZONATION STUDY AND VULNERABILITY ASSESSMENT OF THE WATER SYSTEM IN DUZCE, TURKEY | 1621 | |
| MANOU D. | Elastic Displacement Response Spectra | 1620 | |
| MARAVAS A. | Dynamic Characteristics of Structures on Piles and Footings | 1672 | |
| MARCHADIER G. | Determinig a Profile of Shear Wave Velocity Using Laboratory measurements: Application to the Scale Effect | 1642 | |
| MARCHETTI S. | Evaluating liquefaction potential by seismic dilatometer (SDMT) accounting for aging/STRESS HISTORY | 1626 | |
| Margaris B. | Geotechnical earthquake hazard assessment based on a GIS platform | 1441 | |
| Margaris B. | THESSALONIKI SEISMIC HAZARD ASSESSMENT: PROBABILISTIC AND DETERMINISTIC APPROACH FOR ROCK SITE CONDITIONS | 1701 | |
| MARGARIS B. | REDUCING LOW FREQUENCY CUT-OFF FILTER EFFECTS ON SPECTRAL DISPLACEMENTS OF STRONG MOTION RECORDINGS USING SOURCE PROPERTIES | 1605 | |
| MARTIN J.R. | LIQUEFACTION MITIGATION USING JET-GROUT COLUMNS – 1999 KOCAELI EARTHQUAKE CASE HISTORY AND NUMERICAL MODELING | 1273 | |
| MARTINO S. | Dynamic NUMERICAL Analysis of the giant Vokhchaberd landslide (armenia) | 1735 | |
| Masoumi H.R. | Numerical prediction of ground vibrations due to pile driving using a hybrid formulation | 1707 | |
| MATESIC L. | A simple solution for triaxial apparatuses with rods outside the cell | 1440 | |
| MATSUKI Y. | EVALUATION OF SEISMIC FAILURE POTENTIAL OF EXISTING RETAINING WALLS USING POTABLE CONE | 1138 | |
| MATSUMARU T. | STRENGTH RATIO CAUSING LIQUEFACTION OF DILUVIAL SOIL | 1216 | |
| MATSUMOTO T. | INFLUENCE OF SUPERSTRUCTURE VIBRATION MODE ON SEISMICALLY INDUCED FORCES ALONG PILE | 1202 | |
| MATSUMOTO T. | An Approximate Estimation of Dynamic Influence Factor in Elastic Semi-infinite Ground | 1203 | |
| MATSUSHIMA T. | NUMERICAL SIMULATION OF LIQUEFACTION INDUCED LATERAL SPREADING USING SMOOTHED PARTICLE HYDRODYNAMIC | 1207 | |
| MATTSON B.B. | Effects of mode of shear on yield shear strength of contractive sandy soils | 1322 | |
| MAUGERI M. | A PSEUDO-STATIC ANALYSIS FOR THE EVALUATION OF THE LATERAL BEHAVIOR OF PILE GROUPS | 1399 | |
| MAUGERI M. | Effect of earthquake induced pore--water pressure in clay slopes | 1424 | |
| MAYORAL J.M. | SEISMIC PERFORMANCE EVALUATION OF POTENTIALLY LIQUEFIABLE EARTH DAMS | 1225 | |
| MAZARS J. | A 3D MACRO ELEMENT FOR SOIL STRUCTURE INTERACTION | 1308 | |
| McVAY M. | THE CONTRIBUTION OF SKIN FRICTION TO THE LATERAL RESISTANCE OF THE SOIL ON PILES/SHAFTS | 1329 | |
| MEGAWATI K. | Potential Seismic Hazards of Sumatra, the Malay Peninsula, and Singapore | 1279 | |
| MEHR A. | ONE DIMENSIONAL WAVE PROPAGATION CONSIDERING PORE PRESSURE DEVELOPMENT AND DISSIPATION | 1753 | |
| MEHTA D. | EFFECT OF SOIL - STRUCTURE INTERACTION ON SEISMIC RESPONSE OF TALL CHIMNEYS | 1681 | |
| MENESES J. | A 3-D VISUALIZATION SYSTEM FOR LARGE-SCALE EXPERIMENTAL GEOTECHNICAL EARTHQUAKE DATABASES | 1341 | |
| MENG J. | Fundamental Resonance Frequencies in a Region with Gradually “Varying” Sediment Thickness | 1333 | |
| Mensi E. | Assessment of EC8 AND ITALIAN CODE PRESCRIPTIONS FOR SEISMIC ACTIONS | 1557 | |
| MESKOURIS K. | Effect of Modeling Inhomogenity of Soil Strength and Failure Mechanism on the Failure Probability of Embankment | 1526 | |
| MESSAOUDI A. | NUMERICAL AND EXPERIMENTAL ASSESSMENT OF LIQUEFACTION AND FOUNDATION UPLIFTING | 1297 | |
| MEZOUER N. | NUMERICAL AND EXPERIMENTAL ASSESSMENT OF LIQUEFACTION AND FOUNDATION UPLIFTING | 1297 | |
| MIDORIKAWA S. | EMPIRICAL ESTIMATE OF AVERAGE SHEAR-WAVE VELOCITY OF GROUND AT JMA STATIONS IN KANTO REGION, JAPAN | 1228 | |
| MINOWA C. | NUMERICAL AND EXPERIMENTAL ASSESSMENT OF LIQUEFACTION AND FOUNDATION UPLIFTING | 1297 | |
| MIRGHADERI R. | Evaluation of Site Effect on TMD’s Performance for Seismic Response Reduction of Tehran Tower | 1450 | |
| Mirghaderi R. | An Insight into the Bad Reputation of Batter Piles in Seismic performance of Wharves | 1423 | |
| MIRJALILI M. | efficiency of cement grouting on the triaxial response of block-sampled liquefiable sand | 1367 | |
| MIRJALILI M. | Presentation of a new grouting technique for liquefaction mitigation in littoral areas | 1418 | |
| MIRLATIFI S.A. | Liquefaction hazard assessment and gis-based zoning of south-east region of iran | 1305 | |
| Mirlatifi S.A. | Seismic Study of Reinforced Earth Walls by Shaking Table Model Tests | 1253 | |
| MITARAI Y. | Sandwiched Backfilling Technique for Earthquake Protection of Geotechnical Structures | 1627 | |
| MITOULIS S.A. | THE PROBLEM OF SEISMIC STRENGTHENING OF EXISTING BRIDGES | 1715 | |
| MIURA K. | EVALUATION OF SEISMIC RESPONSE OF BUILDING WITH SIMPLIFIED ESTIMATION OF SPRING AND DASHPOT AT BASE | 1332 | |
| MIURA S. | A Study on seismic respose of Single Pile in Improved Ground through dynamic Centrifuge Model Tests | 1163 | |
| MIWA S. | Damage in Nias Island Caused by the M8.7 Off-shore Sumatra Earthquake, March 28, 2005 and the Support Activities for the Recovery and Reconstruction | 1528 | |
| MIWA S. | INVESTIGATION ON SEISMIC BEHAVIOR OF A ROAD EMBANKMENT ON SOFT GROUND BASED ON EARTHQUAKE OBSERVATION RECORDS | 1335 | |
| MIWADA G. | Source, Path and Site Effects on Strong Ground Motions from the 2003 Tokachi-oki Earthquake Sequence | 1504 | |
| MIZOGUCHI Y. | Group Installation of Plastic Board Drains at Embankment Toes for Liquefaction and Lateral Flow Countermeasures | 1519 | |
| MODARESSI A. | THE ROLE OF THE AMPLITUDE AND FREQUENCY CONTENT OF THE INPUT GROUND MOTION ON THE ESTIMATION OF DYNAMIC IMPEDANCE FUNCTIONS | 1445 | |
| MODARESSI A. | NON-LINEAR ssi effects on the seismic performance evaluation | 1406 | |
| MODARESSI H. | COUPLING OF FDM AND FEM IN SEISMIC WAVE PROPAGATION | 1743 | |
| MODARESSI H. | A diagonal consistent mass matrix for earthquake site response simulations | 1242 | |
| MOFID M. | THE SENSITIVITY OF UNCERTAIN PARAMETERS TO FUNDEMENTAL PERIOD OF STRUCTURES IN PROBABILISTIC ANALYSIS | 1665 | |
| MOHAMED M. | NUMERICAL INVESTIGATION OF surface explosion effects on CLAY SOILs | 1767 | |
| MOHANAN N.P. | Predicting Shear-Wave vELOCITY FROM CONE PENETRATION RESISTANCE | 1454 | |
| MOHRI Y. | Behavior of A Large-Scale Modular-Block Reinforced Soil Retaining Wall Subject to Kobe Earthquake Shaking | 1541 | |
| MOK Y-J | In-Hole Seismic Method for Dynamic stiffness Measurements of Geomaterials | 1299 | |
| MONACO P. | Evaluating liquefaction potential by seismic dilatometer (SDMT) accounting for aging/STRESS HISTORY | 1626 | |
| MORADI M. | The Effect of the Chemical Grouting on Liquefaction Potential of Fine Sand | 1314 | |
| MORADI M. | efficiency of cement grouting on the triaxial response of block-sampled liquefiable sand | 1367 | |
| MORI T. | TRACES OF LIQUEFACTION UNDER THE SHINANO RIVER BANK DURING THE 1964 NIIGATA EARTHQUAKE | 1209 | |
| MORIDZADEH M. | Shear Modulus and Damping Ratio of Sands at Medium to Large Shear Strains with Cyclic Simple Shear Tests | 1732 | |
| MOTAMED R. | STUDY ON P-Y CURVE FOR PILES SUBJECTED TO LATERAL FLOW OF LIQUEFIED GROUND | 1212 | |
| MOUTON E. | New Developments in the Application of Underwater MASW | 1762 | |
| Moutsokapas Pr. | Geotechnical earthquake hazard assessment based on a GIS platform | 1441 | |
| MOUTSOPOULOU M-E | Numerical investigation of liquefaction mitigation using gravel drains | 1548 | |
| MUCCIARELLI M. | Effect of vibrating buildings on “free-field” ground motion: from the Bagnoli Experiment to many-buildings simulation | 1388 | |
| MUCCIARELLI M. | Effect of vibrating buildings on “free-field” ground motion: the Bonefro (Italy) case history | 1386 | |
| MUCEKU Y. | Slope stability in active seismic zones in Albania | 1185 | |
| MURAKAMI S. | Sandwiched Backfilling Technique for Earthquake Protection of Geotechnical Structures | 1627 | |
| MURALEETHARAN K.K. | FULLY COUPLED DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSES OF PILE FOUNDATIONS IN WEAK SOILS | 1177 | |
| MURVOSH H. | Testing Geologic Boundaries for VS MAPping in LAS VEGAS, NeVada | 1275 | |
| MYLONAKIS G. | SEISMIC EARTH PRESSURES BY STRESS LIMIT ANALYSIS | 1671 | |
| MYLONAKIS G. | Dynamic Characteristics of Structures on Piles and Footings | 1672 | |
| MYLONAKIS G. | Kinematic Bending of Piles: Analysis vs. Code Provisions | 1674 | |
| Author | Title | ID | |
| NABESHIMA Y. | MICROZONING MAP OF PREDOMINANT PERIODS IN KUSATSU CITY ESTIMATED FROM MICROTREMOR MEASUREMENTS | 1135 | |
| Naeini A. | EFFECTS OF THE INCLINATION AND LENGTH VARIATION OF MICROPILES ON BEARING CAPACITY OF SANDY SOILS | 1127 | |
| NAEMURA S. | DESIGN AND EVALUATION OF A NEW COMPOSITE FOUNDATION OF PILE WITH DMM TO CONTROL THE LATERAL DEFORMATION DURING EARTHQUAKE | 1189 | |
| NAGAO K. | A micro-bubble injection method for a countermeasure against liquefaction | 1764 | |
| NAGAOKA S. | Fault Rupture Modification By Blocky Inclusions | 1480 | |
| NAGY N. | NUMERICAL INVESTIGATION OF surface explosion effects on CLAY SOILs | 1767 | |
| NAILI M. | NUMERICAL SIMULATION OF LIQUEFACTION INDUCED LATERAL SPREADING USING SMOOTHED PARTICLE HYDRODYNAMIC | 1207 | |
| NAJM K. | Two Dimensional Modeling and Stability Analysis of Slopes Overlaying to SHAHID RAGAEE Power Plant | 1637 | |
| NAKAMURA S. | Effect of Modeling Inhomogenity of Soil Strength and Failure Mechanism on the Failure Probability of Embankment | 1526 | |
| NAKAMURA S. | Engineering seismic base layer FOR defining design earthquake motion | 1381 | |
| NAKAYAMA O. | Deformation of a river dike due to the Miyagi-ken Hokubu Earthquake | 1240 | |
| NAKAYAMA O. | LIQUEFACTION-INDUCED SETTLEMENT OF RIVER LEVEE DUE TO LONG/SHORT GROUND EXCITATION | 1125 | |
| NAKAYAMA O. | COUNTERMEASURES AGAINST LIQUEFACTION-INDUCED LARGE SETTLEMENT OF RIVER LEVEE | 1122 | |
| NAKOU F. | Vulnerability assessment of shallow metro tunnels in Greece | 1693 | |
| NASIM A. | Topographic effects in a centrifuge model experiment | 1262 | |
| NEAGU C. | GEOTECHNICAL IN SITU INVESTIGATION USED FOR SEISMIC DESIGN OF BUILDINGS | 1349 | |
| NEISHAPOURI M. | A study on the pseudostatic analyses of the Upper San Fernando dam using FE simulation and observed deformations during the 1971 earthquake | 1169 | |
| Nicknam A. | Simulation of the Strong-Motion Records from the 2003 Bam Earthquake in Iran Using Stochastic Technique. | 1770 | |
| NIKEFTEKHARI A.M. | Presentation of a new grouting technique for liquefaction mitigation in littoral areas | 1418 | |
| Nikolopoulou C. | SEISMIC ISOLATION OF EARTH-RETAINING STRUCTURES BY EPS GEOFOAM COMPRESSIBLE INCLUSIONS – DYNAMIC FE ANALYSES | 1676 | |
| NIMBALKAR S. | DETERMINATION OF POINT OF APPLICATION OF SEISMIC ACTIVE THRUST ON RETAINING WALL | 1249 | |
| NISHIMOTO S. | INVESTIGATION ON SEISMIC BEHAVIOR OF A ROAD EMBANKMENT ON SOFT GROUND BASED ON EARTHQUAKE OBSERVATION RECORDS | 1335 | |
| NOGUCHI S. | Source, Path and Site Effects on Strong Ground Motions from the 2003 Tokachi-oki Earthquake Sequence | 1504 | |
| NOMURA T. | Group Installation of Plastic Board Drains at Embankment Toes for Liquefaction and Lateral Flow Countermeasures | 1519 | |
| NOORZAD Al. | Mitigation of Earthquake Induced Liquefaction Hazards, A Case Study: Bandar Abbas Dry Dock Project | 1508 | |
| NOORZAD As. | Analytical investigation of depth non-homogeneity effect on dynamic response of a saturated soil layer subjected to bed motion | 1224 | |
| NOORZAD As. | Genetic Algorithm (GA): A New Approach in Estimating Strong Ground Motion Attenuation Relations | 1313 | |
| NOORZAD As. | STOCHASTIC FINITE-FAULT STRONG GROUND-MOTION SIMULATION OF THE 22 FEBRUARY 2005 (MW 6.4) ZARAND (CENTRAL IRAN) EARTHQUAKE | 1147 | |
| NORTH J. | evaluation of uncertainties in dynamic properties | 1359 | |
| Norton S.L. | FULLY COUPLED DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSES OF PILE FOUNDATIONS IN WEAK SOILS | 1177 | |
| NOTO F. | A SIMPLIFIED NONLINEAR DYNAMIC MODEL FOR SEISMIC ANALYSIS OF EARTH-RETAINING DIAPHRAGM-WALLS | 1220 | |
| Nouri H. | The effect of earthquake on the seismic stability of reinforced slopes using horizontal slice method | 1501 | |
| NUNOKAWA O. | Deformation Mechanism of Retaining Masonry Walls Subjected to Earthquake | 1229 | |
| Author | Title | ID | |
| OCHIAI H. | DESIGN AND EVALUATION OF A NEW COMPOSITE FOUNDATION OF PILE WITH DMM TO CONTROL THE LATERAL DEFORMATION DURING EARTHQUAKE | 1189 | |
| OHBO N. | Centrifuge Modeling for Sliding of Gentle Slope on Partially Saturated Fine Sand Subject to Sinusoidal Ground Motion | 1280 | |
| OHKI M. | STRENGTH RATIO CAUSING LIQUEFACTION OF DILUVIAL SOIL | 1216 | |
| OKABAYASHI T. | Liquefaction Characteristics of Crushable Volcanic Soil “Shirasu” | 1288 | |
| OKADA K. | Deformation Mechanism of Retaining Masonry Walls Subjected to Earthquake | 1229 | |
| OKAMURA M. | EVALUATION OF SEISMIC FAILURE POTENTIAL OF EXISTING RETAINING WALLS USING POTABLE CONE | 1138 | |
| OKAWA I. | Free-Field and Borehole Strong Motion Array in Bucharest, Romania | 1521 | |
| OKHOVAT M.R. | Evaluation of Site Effect on TMD’s Performance for Seismic Response Reduction of Tehran Tower | 1450 | |
| OKHOVAT M.R. | Effect of ground surface irregularities on tmd’s performance for response reduction of structures | 1451 | |
| OKOCHI Y. | DESIGN AND EVALUATION OF A NEW COMPOSITE FOUNDATION OF PILE WITH DMM TO CONTROL THE LATERAL DEFORMATION DURING EARTHQUAKE | 1189 | |
| OKUR V. | Comparison of Dynamic Properties of Clays obtaIned by Different Test Methods | 1488 | |
| OLDECOP L.A. | SEISMIC ANALYSIS OF GEOTECHNICAL STRUCTURES USING THE MATERIAL POINT METHOD | 1255 | |
| OLGUN C.G. | LIQUEFACTION MITIGATION USING JET-GROUT COLUMNS – 1999 KOCAELI EARTHQUAKE CASE HISTORY AND NUMERICAL MODELING | 1273 | |
| OLIVEIRA C.S. | Site characterization of a volcanic crater in Terceira Island - Azores | 1720 | |
| OLSON S.M. | Effects of mode of shear on yield shear strength of contractive sandy soils | 1322 | |
| OLSON S.M. | Development of an improved ring shear device to measure liquefied shear strength of sandy soils | 1330 | |
| OMAR M. | SOIL STRUCTURE INTERACTION EFFECTS ON SEISMIC DESIGN OF BASE-CONNECTION FOR CABLE-STAYED BRIDGE TOWERS | 1304 | |
| OMINE K. | DESIGN AND EVALUATION OF A NEW COMPOSITE FOUNDATION OF PILE WITH DMM TO CONTROL THE LATERAL DEFORMATION DURING EARTHQUAKE | 1189 | |
| OPRSAL I. | 1D VS 3D STRONG GROUND MOTION HYBRID MODELLING OF SITE, AND PRONOUNCED TOPOGRAPHY EFFECTS AT AUGUSTA RAURICA, SWITZERLAND - EARTHQUAKES OR BATTLES? | 1416 | |
| ORDU E. | EVALUATION OF DIFFERENT LEVELS OF EXCITATION ON KINEMATIC INTERACTION | 1357 | |
| ORR T. | ENGINEERING GEOLOGY MODELS AS APPLIED IN MICROZONATION MAPPING WITH A CASE HISTORY FOR THE TRIKALA AREA GREECE | 1258 | |
| OSTADAN F. | Seismic soil-pile group interaction analysis of a battered pile group | 1733 | |
| OTA N. | Deformation Mechanism of Retaining Masonry Walls Subjected to Earthquake | 1229 | |
| OZAYDIN K. | comparIson of one and two dImensIonal sIte response analysIs results for kucukcekmece regIon IN Istanbul | 1351 | |
| OZAYDIN K. | SEISMIC MICROZONATION OF HISTORICAL PENINSULA (ISTANBUL) WITH RESPECT TO LIQUEFACTION SUSCEPTIBILITY | 1354 | |
| OZAYDIN K. | LIQUEFACTION ANALYSIS OF SILT INTERLAYERED SANDS BY MEANS OF A NUMERICAL METHOD | 1396 | |
| OZDEMIR B. | EVALUATION OF DIFFERENT LEVELS OF EXCITATION ON KINEMATIC INTERACTION | 1357 | |
| OZENER T.P. | comparIson of one and two dImensIonal sIte response analysIs results for kucukcekmece regIon IN Istanbul | 1351 | |
| OZENER T.P. | SEISMIC MICROZONATION OF HISTORICAL PENINSULA (ISTANBUL) WITH RESPECT TO LIQUEFACTION SUSCEPTIBILITY | 1354 | |
| OZKAHRIMAN F. | Topographic effects in a centrifuge model experiment | 1262 | |
| OZKAN M.T. | EVALUATION OF DIFFERENT LEVELS OF EXCITATION ON KINEMATIC INTERACTION | 1357 | |
| OZKAN M.Y. | EFFECT OF BASIN EDGE SLOPE ON THE DYNAMIC RESPONSE OF SOIL DEPOSITS | 1309 | |
| OZTOPRAK S. | SEISMIC BEARING CAPACITY DEGRADATION AS A PART OF INTEGRATED EARTHQUAKE DAMAGE ASSESSMENT | 1648 | |
| OZTURK B. | EVALUATION OF DRIFT DEMAND ON THE BASIS OF NONLINEAR RESPONSE OF BUILDING STRUCTURES LOCATED AT SEISMICALLY ACTIVE REGIONS | 1145 | |
| Author | Title | ID | |
| PACIELLO A. | Dynamic NUMERICAL Analysis of the giant Vokhchaberd landslide (armenia) | 1735 | |
| PADILLA J.M. | SITE-SPECIFIC EARTHQUAKE RESPONSE ANALYSIS, CASE STUDY: EL MERCADO LIBERTAD | 1107 | |
| PAGLIAROLI A. | Experimental study of topographic effects using explosions and microtremors recordings | 1573 | |
| PAGLIAROLI A. | GROUND MOTION AMPLIFICATION IN SAN GIULIANO DI PUGLIA (SOUTHERN ITALY) DURING THE 2002 MOLISE EARTHQUAKES | 1611 | |
| Pallara O. | Assessment of EC8 AND ITALIAN CODE PRESCRIPTIONS FOR SEISMIC ACTIONS | 1557 | |
| PALMERI A. | Response Analysis of Rigid Structures Rocking on Yielding Foundation | 1617 | |
| PAMUK A. | Behavior of Floating Piles in Liquefiable Soils | 1465 | |
| PAN T-C | Potential Seismic Hazards of Sumatra, the Malay Peninsula, and Singapore | 1279 | |
| PANAGIOTAKOS T. | Seismic Response Analysis of an Immersed Tunnel Using Imposed Deformations | 1473 | |
| PANAGIOTOPOULOS Ch. | A CONSISTENT METHODOLOGY FOR THE IMPOSITION OF TIME VARYING BOUNDARY CONDITIONS IN SOIL DYNAMICS: THEORY AND APPLICATION | 1630 | |
| PANAGIOTOPOULOS Ch. | FREE-FIELD MOTIONS IN THE INHOMOGENEOUS HALFPLANE | 1190 | |
| PANE V. | DISPLACEMENT-METHODS FOR THE DESIGN OF earth RETAINING STRUCTURES | 1699 | |
| PANOU A. | Use of ambient noise for microzonation studies in urban environment: The city of Thessaloniki (N. Greece) | 1580 | |
| Pantazopoulou S. | SOIL-STRUCTURE INTERACTION: CAPACITY CURVE eVALUATION AND SEISMIC ASSESSMENT OF HIGHWAY OVERCROSSINGS | 1182 | |
| PAOLETTI L. | New Developments in the Application of Underwater MASW | 1762 | |
| PAOLUCCI R. | Seismic Analysis of DEep tunnels in WEAK rock: A Case Study in Southern Italy | 1616 | |
| PAOLUCCI R. | Seismic behaviour of flexible retaining structures: numerical modelling vs. simplified approaches | 1477 | |
| PAOLUCCI R. | NUMERICAL EVALUATION OF THE EARTHQUAKE INDUCED GROUND STRAINS: THE CASE OF DUZCE | 1214 | |
| PAPADIMITRIOU A. | USE OF A NEW BOUNDING SURFACE MODEL FOR THE ANALYSIS OF EARTHQUAKE-INDUCED LIQUEFACTION PHENOMENA | 1443 | |
| PAPADIMITRIOU A. | ZONE OF EXCESSIVE GROUND SURFACE DISTORTION DUE TO DIP-SLIP FAULT RUPTURE | 1583 | |
| PAPADIMITRIOU A. | Numerical investigation of liquefaction mitigation using gravel drains | 1548 | |
| PAPADOPOULOU A. | The effect of non-plastic fines on the liquefaction resistance of sands | 1414 | |
| PAPAIOANNOU Ch. | A PRELIMINARY STUDY FOR THE DISTANCE DEPENDENCE OF THE SPECTRAL DECAY PARAMETER K FOR THE EUROSEISRISK STRONG MOTION ARRAY | 1524 | |
| PAPANTONOPOULOS C. | SEISMIC EARTH PRESSURES BY STRESS LIMIT ANALYSIS | 1671 | |
| PAPARGYRI - BESKOU S. | ANALYTICAL – NUMERICAL EXPERIMENTS FOR WAVE DISPERSION IN DRY SAND | 1607 | |
| Papatheodorou C. | Geotechnical earthquake hazard assessment based on a GIS platform | 1441 | |
| PAPAZACHOS C.B. | Use of ambient noise for microzonation studies in urban environment: The city of Thessaloniki (N. Greece) | 1580 | |
| PARK C-S | In-Hole Seismic Method for Dynamic stiffness Measurements of Geomaterials | 1299 | |
| Park H-C | seismic site characterization using hwaw(Harmonic wAVELET ANalysis of waves) method | 1352 | |
| Park I. | CYCLIC DEGRADATION IN STRENGTH AND STIFFNESS of NON-PLASTIC SILT BASED ON VOLUME DECREASE POTENTIAL | 1276 | |
| Park I.J. | AN ENERGY BASED EXCESS PORE PRESSURE GENERATION MODEL UNDER EARTHQUAKE LOADING | 1346 | |
| Park K.B. | AN ENERGY BASED EXCESS PORE PRESSURE GENERATION MODEL UNDER EARTHQUAKE LOADING | 1346 | |
| Park S.Y. | AN ENERGY BASED EXCESS PORE PRESSURE GENERATION MODEL UNDER EARTHQUAKE LOADING | 1346 | |
| PARLATO A. | MECHANICAL BEHAVIOUR OF A POZZOLANA SOIL UNDER CYCLIC LOADINGS | 1492 | |
| PASTEN C. | Observation of seismic amplification on subductive environment | 1462 | |
| PATHMANATHAN R. | NUMERICAL MODELLING OF SEISMIC RESPONSE OF CANTILEVER EARTH-RETAINING STRUCTURES | 1269 | |
| PAUL S. | CYCLIC TRIAXIAL TESTING OF FULLY AND PARTIALLY SATURATED SOIL AT SILCHAR | 1194 | |
| PAUL St. | SEALANT BEHAVIOR OF GASKETED-SEGMENTAL CONCRETE TUNNEL LINING | 1636 | |
| Pavlides S. | SEISMICALLY CAPABLE FAULTS IN GREECE AND THEIR USE IN SEISMIC HAZARD ASSESSMENT | 1609 | |
| Pavlides S. | Non-seismic surface faulting: the Peraia fault case study (Thessaloniki, N. Greece) | 1610 | |
| PECKER A. | A macro-element for dynamic soil-structure interaction analyses of shallow foundations | 1387 | |
| PECKER A. | A numerical tool for the design of slope stabilization systems USING rigid inclusions | 1355 | |
| PECKLEY D.Jr. | Accumulation of residual strains in soft rocks during irreguLar cyclic loading | 1188 | |
| PEIRIS N. | ASSESSMENT OF SEISMIC RISK FOR THE DESIGN OF OFFSHORE STRUCTURES IN LIQUEFIABLE SOIL | 1432 | |
| PELEKIS P. | FAULT-RUPTURE RELATED HAZARD TO ENGINEERED STRUCTURES -PARAMETRIC NUMERICAL ANALYSES | 1679 | |
| PEPPOLONI S. | CORRELATION BETWEEN LOCAL AMPLIFICATION EFFECTS AND DAMAGE MECHANISMS FOR MONUMENTAL BUILDINGS | 1409 | |
| PERGALANI F. | CORRELATION BETWEEN LOCAL AMPLIFICATION EFFECTS AND DAMAGE MECHANISMS FOR MONUMENTAL BUILDINGS | 1409 | |
| PERRI J.F. | Use of the short-time-response-spectrum for selection of spectrally matched ground motions | 1765 | |
| PESTANA J.M. | Use of the short-time-response-spectrum for selection of spectrally matched ground motions | 1765 | |
| PETKOVSKI L. | Seismic Analysis of a Rock-filled Dam with Asphaltic Concrete Diaphragm | 1261 | |
| PETRINI V. | Hazard assessment and seismic actions | 1654 | |
| PINTO C. | Estimation of site effects modelling parameters using a geotechnical database | 1446 | |
| PINTO P. | DYNAMIC ANALYSIS AND REINFORCEMENT OF A KILN FOUNDATION UNDER EXCESSIVE VIBRATIONS | 1658 | |
| PINTO P. | A SIMPLIFIED NONLINEAR DYNAMIC MODEL FOR SEISMIC ANALYSIS OF EARTH-RETAINING DIAPHRAGM-WALLS | 1220 | |
| PINTO P. | NUMERICAL MODELLING OF SEISMIC RESPONSE OF CANTILEVER EARTH-RETAINING STRUCTURES | 1269 | |
| PIRATHEEPAN P. | Predicting Shear-Wave vELOCITY FROM CONE PENETRATION RESISTANCE | 1454 | |
| PITARKA A. | Variation of Recorded and Simulated Near-Fault Ground Motion from the 2004 Parkfield, California Earthquake | 1538 | |
| PITILAKIS D. | THE ROLE OF THE AMPLITUDE AND FREQUENCY CONTENT OF THE INPUT GROUND MOTION ON THE ESTIMATION OF DYNAMIC IMPEDANCE FUNCTIONS | 1445 | |
| PITILAKIS K. | Vulnerability assessment of shallow metro tunnels in Greece | 1693 | |
| PITILAKIS K. | DISCUSSION ON THE FUNDAMENTAL PERIOD OF SDOF SYSTEMS INCLUDING SOIL-STRUCTURE INTERACTION | 1692 | |
| PITILAKIS K. | ASPECTS OF SURFACE TOPOGRAPHY AND SITE EFFECTS - EXPERIMENTAL AND NUMERICAL STUDIES AT AEGION, GREECE | 1656 | |
| Pitilakis K. | DUZCE (M7.2, 1999) EARTHQUAKE: DAMAGE CORRELATION WITH THE MICROZONATION STUDY AND VULNERABILITY ASSESSMENT OF THE WATER SYSTEM IN DUZCE, TURKEY | 1621 | |
| PITILAKIS K. | Elastic Displacement Response Spectra | 1620 | |
| PITILAKIS K. | Experimental study of topographic effects using explosions and microtremors recordings | 1573 | |
| PITILAKIS K. | VULNERABILITY ASSESSMENT AND RISK MANAGEMENT OF LIFELINES, INFRASTRUCTURES AND CRITICAL FACILITIES. THE CASE OF THESSALONIKI’ S METROPOLITAN AREA | 1774 | |
| Pitilakis K. | THESSALONIKI SEISMIC HAZARD ASSESSMENT: PROBABILISTIC AND DETERMINISTIC APPROACH FOR ROCK SITE CONDITIONS | 1701 | |
| PITILAKIS K. | INSIGHT INTO SOIL-PILE-STRUCTURE INTERACTION INCLUDING INERTIAL AND KINEMATIC EFFECTS | 1695 | |
| PITILAKIS K. | EXPERIMENTAL AND NUMERICAL STUDIES OF THE WAVE FIELD GENERATED BY THE OSCILLATION OF A MODEL STRUCTURE | 1577 | |
| PITILAKIS K. | The 3D geological structure of the Mygdonian SEDIMENTARY basin (Greece) | 1686 | |
| Pitilakis K. | SEISMIC RISK ASSESSMENT OF THE WATER SYSTEM OF THESSALONIKI | 1632 | |
| Pitilakis K. | SEISMIC RISK ANALYSIS OF INTERDEPENDENT LIFELINE | 1578 | |
| PITILAKIS K. | EVALUATION OF DYNAMIC SOIL-PILE INTERACTION BASED ON BACK CALCULATED P-Y CURVES | 1694 | |
| PODESTA S. | CORRELATION BETWEEN LOCAL AMPLIFICATION EFFECTS AND DAMAGE MECHANISMS FOR MONUMENTAL BUILDINGS | 1409 | |
| POIATA N. | Free-Field and Borehole Strong Motion Array in Bucharest, Romania | 1521 | |
| POIATA N. | RESULTS FROM SINGLE-STATION AND ARRAY MICROTREMOR MEASUREMENTS IN BUCHAREST, ROMANIA | 1522 | |
| PONZO F.C. | Effect of vibrating buildings on “free-field” ground motion: from the Bagnoli Experiment to many-buildings simulation | 1388 | |
| PONZO F.C. | Effect of vibrating buildings on “free-field” ground motion: the Bonefro (Italy) case history | 1386 | |
| POTTS D.M. | The use of absorbing boundaries in dynamic analyses of soil-structure interaction problems | 1231 | |
| PRAKASH S. | ON FOUNDATIONS UNDER SEISMIC LOADS | 1118 | |
| Prasad S.K. | DENSE ZONE IN SUBSOIL OF EMBANKMENT AS A COUNTER MEASURE AGAINST EARTHQUAKE | 1343 | |
| PRASAD S.K. | EARTHQUAKE DAMAGES TO EMBANKMENTS IN ANDAMAN ISLANDS IN INDIA | 1370 | |
| PREISIG M. | Influence of Soil-Foundation-Structure Interaction on Seismic Response of Bridges | 1158 | |
| Priest J.A. | Effects of Particle shape on Gmax of geomaterials | 1536 | |
| PRIOLO E. | Effect of vibrating buildings on “free-field” ground motion: the Bonefro (Italy) case history | 1386 | |
| PSARROPOULOS P. | Evaluating the Seismic Response of Embankments via NN-based Metamodels | 1302 | |
| PSARROPOULOS P. | probabilistic analysis of embankments using monte carlo simulation | 1310 | |
| PSARROPOULOS P. | Effects of soil nonlinearity on the geomorphic aggravation of ground motion in alluvial valleys | 1476 | |
| PSARROPOULOS P. | Seismic behaviour of flexible retaining structures: numerical modelling vs. simplified approaches | 1477 | |
| PSARROPOULOS P. | Dynamic interaction between retaining walls and retained structures | 1270 | |
| PSARROPOULOS P. | Effects of soil non-linearity on the seismic response of rigid non-sliding retaining walls | 1271 | |
| PSARROPOULOS P. | SLOPE STABILITY OF MUNICIPAL SOLID WASTE LANDFILLS UNDER SEISMIC LOADING | 1217 | |
| PSARROPOULOS P. | DOUBLE SLIDING PHENOMENA AND SEISMIC RESPONSE OF EARTH STRUCTURES | 1218 | |
| PSYCHARIS I.N. | Parametric Investigation of the Rocking of Footings under Harmonic Excitation | 1398 | |
| PUGLIA R. | GROUND MOTION AMPLIFICATION IN SAN GIULIANO DI PUGLIA (SOUTHERN ITALY) DURING THE 2002 MOLISE EARTHQUAKES | 1611 | |
| PURI V.K. | ON FOUNDATIONS UNDER SEISMIC LOADS | 1118 | |
| PYKE R. | evaluation of uncertainties in dynamic properties | 1359 | |
| Author | Title | ID | |
| Qasim S. | Dynamic Characteristics of Municipal Solid Waste with Degradation in Bioreactor Landfills | 1265 | |
| Qasim S. | Seismic Stability of Bioreactor Landfill with Decomposition - A Numerical Modeling | 1266 | |
| QIN S-F | Improved Adaptive Spectra-Based Pushover Analysis for Estimating Seismic Performance for Bridge Structures | 1759 | |
| Author | Title | ID | |
| RAEISI DEHKORDI M. | Evaluation of Horizontal Seismic Hazard of Karaj, Iran | 1571 | |
| RAHIMIAN M. | Evaluation of Site Effect on TMD’s Performance for Seismic Response Reduction of Tehran Tower | 1450 | |
| RAHIMIAN M. | Effect of ground surface irregularities on tmd’s performance for response reduction of structures | 1451 | |
| RAJU U.M. | Simulation of Strong Ground Motion and Response of the Haddo Wharf Site at Port Blair due to Sumatra Earthquake | 1503 | |
| RAJU U.M. | Development of Seismic Hazard Maps for Chennai City, India | 1602 | |
| Ramana G.V. | Site Specific Ground Response Analyses at Delhi, india | 1245 | |
| Ramirez F. | Geotechnical SeIsmic CHARACTERIZATION FOR the Microzonation of Bogota | 1201 | |
| RAMIREZ-GUZMAN L. | Three-Dimensional Simulation of Long-Period (>1.5 sec) Earthquake Ground Motion in the Valley of Mexico: BASIN EFFECTs | 1500 | |
| RAMPELLO S. | Performance-based pseudo-static analysis of slopes | 1645 | |
| RANGELOV T. | FREE-FIELD MOTIONS IN THE INHOMOGENEOUS HALFPLANE | 1190 | |
| Rao N. | eXPERIMENTAL STUDIES ON MODEL CAISSONS IN SOFT CLAY UNDER LATERAL CYCLIC LOADING | 1769 | |
| RAPTAKIS D. | ASPECTS OF SURFACE TOPOGRAPHY AND SITE EFFECTS - EXPERIMENTAL AND NUMERICAL STUDIES AT AEGION, GREECE | 1656 | |
| RAPTAKIS D. | The 3D geological structure of the Mygdonian SEDIMENTARY basin (Greece) | 1686 | |
| Raptakis D. | DUZCE (M7.2, 1999) EARTHQUAKE: DAMAGE CORRELATION WITH THE MICROZONATION STUDY AND VULNERABILITY ASSESSMENT OF THE WATER SYSTEM IN DUZCE, TURKEY | 1621 | |
| RAPTAKIS D. | Experimental study of topographic effects using explosions and microtremors recordings | 1573 | |
| Raptakis D. | HOW SENSITIVE THE EFFECTS OF LATERAL HETEROGENEITY ON SEISMIC GROUND MOTION ARE ? | 1687 | |
| RATHJE E.M. | SEMI-AUTOMATED SELECTION AND SCALING OF EARTHQUAKE GROUND MOTIONS | 1248 | |
| RAULT G. | PHYSICAL AND NUMERICAL MODELLING OF SOIL-FOOTING-STRUCTURE UNDER LATERAL CYCLIC LOADING | 1400 | |
| RAVICHANDRAN N. | FULLY COUPLED DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSES OF PILE FOUNDATIONS IN WEAK SOILS | 1177 | |
| RAYCHOWDHURY P. | EVALUATION OF THE SEISMIC PERFORMANCE OF COMBINED FRAME-WALL-FOUNDATION STRUCTURAL SYSTEMS THROUGH CENTRIFUGE TESTING | 1497 | |
| Razavi S.A. | An Insight into the Bad Reputation of Batter Piles in Seismic performance of Wharves | 1423 | |
| RAZAVIAN AMREI S.A. | Evaluation of Horizontal Seismic Hazard of Karaj, Iran | 1571 | |
| Razmkhah A. | Low Period Amplification Patterns of Topographic Features Subjected to Vertically Propagating Incident SV Waves | 1682 | |
| RAZMKHAH A. | Seismic Behavior of 2D Semi-sine Shaped Hills Subjected to Vertically Propagating Incident SV and P Waves | 1740 | |
| REBELO C. | DYNAMIC ANALYSIS AND REINFORCEMENT OF A KILN FOUNDATION UNDER EXCESSIVE VIBRATIONS | 1658 | |
| REBSTOCK D. | NONLINEAR SOIL BEHAVIOUR UNDER STATIONARY AND TRANSIENT EXCITATION | 1559 | |
| REINOZA C. | Geophysical studies in barquisimeto metropolitan area, venezuela, as contribution to a seismic microzoning study | 1425 | |
| Revanasiddappa K. | DENSE ZONE IN SUBSOIL OF EMBANKMENT AS A COUNTER MEASURE AGAINST EARTHQUAKE | 1343 | |
| RICHTER Th. | Seismic Response Analysis of an Immersed Tunnel Using Imposed Deformations | 1473 | |
| RIEMER M. | Liquefaction Testing of fine-grained soil prepared using slurry deposition | 1226 | |
| RIEMER M.F. | In Situ Measurement of Dynamic Properties using the Downhole Freestanding Shear Device | 1320 | |
| RIEMER M.F. | Compositional and Loading rate effects on the shear strength of municipal solid waste | 1525 | |
| RIQUELME R. | From PALEO to POSSIBLE PRESENT-DAY LARGE-SCALE LANDSLIDE. A GENERALIZED NEWMARK APPROACH OF THE TARAPACA LANDSLIDE (NORTHERN CHILE) | 1427 | |
| RIX G.J. | Dynamic properties of colloidal silica gel and sand mixtures | 1324 | |
| ROBY M. | Fault Rupture Modification By Blocky Inclusions | 1480 | |
| ROCABADO V. | Geophysical studies in barquisimeto metropolitan area, venezuela, as contribution to a seismic microzoning study | 1425 | |
| ROCHER-LACOSTE F. | VIBRATIONS INDUCED BY VIBRATORY PILE-DRIVING | 1554 | |
| ROCHER-LACOSTE F. | VIBRATORY PILE-DRIVING. ANALYSIS OF MEASURES AND COUNTERMEASURES WITH BRAXUUS | 1555 | |
| RODARI R.D. | SEISMIC ANALYSIS OF GEOTECHNICAL STRUCTURES USING THE MATERIAL POINT METHOD | 1255 | |
| Rodriguez J.A. | Geotechnical SeIsmic CHARACTERIZATION FOR the Microzonation of Bogota | 1201 | |
| ROESSET J. | determination of average dynamic properties for vertically excited surface foundation: NUMERICAL STUDY | 1489 | |
| ROGERS J.D. | THE EFFECT OF SITE CONDITIONS ON AMPLIFICATION OF GROUND MOTION IN THE ST LOUIS AREA | 1768 | |
| ROKNEDDIN K. | Mitigation of Earthquake Induced Liquefaction Hazards, A Case Study: Bandar Abbas Dry Dock Project | 1508 | |
| ROLLINS K. | LATERAL LOAD TESTING OF LARGE DRILLED SHAFTS AFTER BLAST-INDUCED LIQUEFACTION | 1141 | |
| ROMO M.P. | SEISMIC PERFORMANCE EVALUATION OF POTENTIALLY LIQUEFIABLE EARTH DAMS | 1225 | |
| ROOSTA R.M. | Seismic Response of an Asphaltic Concrete Core Embankment Dam | 1155 | |
| ROUAINIA M. | SIMULATION OF SEISMIC BEHAVIOUR OF GRAVITY QUAY WALL USING A GENERALIZED PLASTICITY MODEL | 1734 | |
| ROUMELIOTI Z. | THE 20 JUNE 1978 THESSALONIKI (NORTHERN GREECE) EARTHQUAKE REVISITED: SLIP DISTRIBUTION AND FORWARD MODELLING OF GEODETIC AND SEISMOLOGICAL OBSERVATIONS | 1594 | |
| ROVITHIS E. | DISCUSSION ON THE FUNDAMENTAL PERIOD OF SDOF SYSTEMS INCLUDING SOIL-STRUCTURE INTERACTION | 1692 | |
| ROVITHIS E. | INSIGHT INTO SOIL-PILE-STRUCTURE INTERACTION INCLUDING INERTIAL AND KINEMATIC EFFECTS | 1695 | |
| ROVITHIS E. | EVALUATION OF DYNAMIC SOIL-PILE INTERACTION BASED ON BACK CALCULATED P-Y CURVES | 1694 | |
| ROY D. | CORRELATION FOR EARTHQUAKE-RELATED DEFORMATION OF EMBANKMENTS | 1233 | |
| RUIZ S. | EXPERIMENTAL MEASUREMENTS OF SOIL DYNAMIC RESPONSE USING ACCELEROGRAMS OF LARGE EARTHQUAKES | 1328 | |
| RUSSO G. | PSEUDOSTATIC AND DYNAMIC ANALYSES OF TUNNELS IN TRANSVERSAL AND LONGITUDINAL DIRECTIONS | 1550 | |
| Author | Title | ID | |
| SABATAKAKIS G. | REMOTE MONITORING SYSTEM OF THE BEHAVIOR OF THE NEW KORINTHOS ISTHMUS RAILWAY BRIDGE | 1773 | |
| SACK R. | MAPPING GROUND-SHAKING HAZARD FOR LAS VEGAS, NEVADA (USA) | 1281 | |
| SADEK M. | INFLUENCE OF THE SOIL-STRUCTURE INTERACTION (SSI) ON THE FUNDAMENTAL FREQUENCY OF STRUCTURES | 1545 | |
| SADEK S. | Updated Seismic Hazard for Lebanon and Implications on Micro-Zonation of the Greater Beirut ARea | 1719 | |
| SADOYAN T. | Dynamic NUMERICAL Analysis of the giant Vokhchaberd landslide (armenia) | 1735 | |
| SADREKARIMI A. | Development of an improved ring shear device to measure liquefied shear strength of sandy soils | 1330 | |
| SAEZ E. | NON-LINEAR ssi effects on the seismic performance evaluation | 1406 | |
| SAFAK E. | SURFACE WAVES AND SEISMIC RESPONSE OF LONG-PERIOD STRUCTURES | 1772 | |
| SAFAVIAN M. | Pile raft foundation behavior with different pile diameters | 1114 | |
| SAHA D. | SITE CLASSIFICATION AND SEISMIC RESPONSE OF DHAKA CITY SOILS | 1457 | |
| SAKAGUCHI S. | Liquefaction Strength of Coarse Well Graded Fill under Torsional Simple Shear | 1518 | |
| SAKAMOTO T. | Effects of Seismic Earth Pressure and Sidewall Friction on Pile Stress during Soil Liquefaction | 1702 | |
| SAKANOUE T. | Centrifuge Modeling for Sliding of Gentle Slope on Partially Saturated Fine Sand Subject to Sinusoidal Ground Motion | 1280 | |
| SALANDY N.E. | The use of absorbing boundaries in dynamic analyses of soil-structure interaction problems | 1231 | |
| SALEMI S. | Effects of Canyon SHAPE on the Seismic Response of Earthfill dams | 1705 | |
| SALENCON J. | A macro-element for dynamic soil-structure interaction analyses of shallow foundations | 1387 | |
| SANCHEZ J. | Geophysical studies in barquisimeto metropolitan area, venezuela, as contribution to a seismic microzoning study | 1425 | |
| SANIN M.V. | effect of PLASTICITY on the LABORATORY CYCLIC shear Response of fine-grained soils | 1321 | |
| SANTOS J.A. | Site characterization of a volcanic crater in Terceira Island - Azores | 1720 | |
| SANTUCCI DE MAGISTRIS F.S. | PSEUDOSTATIC AND DYNAMIC ANALYSES OF TUNNELS IN TRANSVERSAL AND LONGITUDINAL DIRECTIONS | 1550 | |
| SANTUCCI DE MAGISTRIS F.S. | SIMPLIFIED ASSESSMENT OF THE LIQUEFACTION Susceptibility FOR THE CITY OF NAPLES, ITALY | 1491 | |
| SANTUCCI DE MAGISTRIS F.S. | MECHANICAL BEHAVIOUR OF A POZZOLANA SOIL UNDER CYCLIC LOADINGS | 1492 | |
| SANTUCCI DE MAGISTRIS F.S. | CYCLIC MECHANICAL BEHAVIOUR OF GRANULAR SOILS: EXPERIMENTAL RESULTS AND CONSTITUTIVE MODELLING | 1593 | |
| SARAGONI G.R. | EXPERIMENTAL MEASUREMENTS OF SOIL DYNAMIC RESPONSE USING ACCELEROGRAMS OF LARGE EARTHQUAKES | 1328 | |
| SARMA S.K. | A Review of Performance Based Design Procedures for Gravity Retaining Structures under Seismic Loading | 1520 | |
| SARMA S.K. | AN INVESTIGATION INTO THE UNCERTAINTY OF THE ONE DIMENSIONAL SITE RESPONSE ANALYSIS | 1180 | |
| SASAKI Y. | Deformation of a river dike due to the Miyagi-ken Hokubu Earthquake | 1240 | |
| SASAKI Y. | Failure Mode of Embankments due to Recent Earthquakes in Japan | 1479 | |
| SASATANI T. | Source, Path and Site Effects on Strong Ground Motions from the 2003 Tokachi-oki Earthquake Sequence | 1504 | |
| SATO M. | A 3-D VISUALIZATION SYSTEM FOR LARGE-SCALE EXPERIMENTAL GEOTECHNICAL EARTHQUAKE DATABASES | 1341 | |
| SATO M. | Three-dimensional shaking table tests on soil-pile-structure models using E-Defense facility | 1529 | |
| SAVAS H. | SEISMIC HAZARD AND TOTAL RISK ANALYSES OF CONCRETE-FACED ROCKFILL DAMS IN TURKEY | 1638 | |
| SAVVAIDIS A. | GEOPHYSICAL MULTILINGUAL INTERNET-DRIVEN INFORMATION SERVICE (GEOMIND) | 1771 | |
| SAVVAIDIS A. | INVERSION OF LOCAL S-WAVE VELOCITY STRUCTURE FROM AVERAGE H/V RATIOS AND COMPARISON WITH CROSS-HOLE MEASUREMENTS | 1410 | |
| SAWADA R. | STRENGTH RATIO CAUSING LIQUEFACTION OF DILUVIAL SOIL | 1216 | |
| SAWADA S. | Engineering seismic base layer FOR defining design earthquake motion | 1381 | |
| SAWADA S-I | EVALUATION OF STRENGTH OF SOILS AGAINST LIQUEFACTION USING PIEZO DRIVE CONE | 1146 | |
| SAYYAR M. | THE SENSITIVITY OF UNCERTAIN PARAMETERS TO FUNDEMENTAL PERIOD OF STRUCTURES IN PROBABILISTIC ANALYSIS | 1665 | |
| SBARTAI B. | Horizontal compliance function of adjacent surface rigid footings in homogeneous soil limited by A substratum | 1729 | |
| SCANDELLA L. | Seismic Analysis of DEep tunnels in WEAK rock: A Case Study in Southern Italy | 1616 | |
| SCANDELLA L. | NUMERICAL EVALUATION OF THE EARTHQUAKE INDUCED GROUND STRAINS: THE CASE OF DUZCE | 1214 | |
| SCARASCIA MUGNOZZA G. | Dynamic NUMERICAL Analysis of the giant Vokhchaberd landslide (armenia) | 1735 | |
| Scarpelli G. | Influence of the Soil-Structure Interaction on seismic response of a railway bridge | 1711 | |
| SCHEVENELS M. | Application of the CLM method for the solution of the inverse problem in the SASW method | 1710 | |
| Schevenels M. | THE CHARACTERIZATION OF THE DYNAMIC SOIL PROPERTIES BY MEANS OF A MONTE CARLO INVERSION OF THE RAYLEIGHWAVE DISPERSION CURVE | 1714 | |
| SCHMEDES J. | Effects of Correlation of Source Parameters on Ground Motion Estimates | 1284 | |
| SCHMEDES J. | FROM RESEARCH TO PRACTICE IN NONLINEAR SITE RESPONSE: OBSERVATIONS AND SIMULATIONS IN THE L.A. BASIN | 1199 | |
| SCHMITZ M. | Geophysical studies in barquisimeto metropolitan area, venezuela, as contribution to a seismic microzoning study | 1425 | |
| SCRUGGS J. | Smart base isolation design including model uncertainty in ground motion characterization | 1660 | |
| SEID-KARBASI M. | Characteristic behavior of liquefiable grounds with low permeability sublayers | 1173 | |
| SEKIGUCHI T. | Effects of dynamic properties of peat on strong ground motions during 2004 Mid Niigata Prefecture earthquake | 1531 | |
| SEKIZAWA G. | LIQUEFACTION-INDUCED SETTLEMENT OF RIVER LEVEE DUE TO LONG/SHORT GROUND EXCITATION | 1125 | |
| SEKIZAWA G. | COUNTERMEASURES AGAINST LIQUEFACTION-INDUCED LARGE SETTLEMENT OF RIVER LEVEE | 1122 | |
| SEKIZAWA M. | Deformation of a river dike due to the Miyagi-ken Hokubu Earthquake | 1240 | |
| SEMBLAT J-F | A new fast BEM approach to model site effects in alluvial basins | 1623 | |
| SEMBLAT J-F | A simplified non linear model to analyze site effects in alluvial deposits | 1592 | |
| SENTO N. | TRACES OF LIQUEFACTION UNDER THE SHINANO RIVER BANK DURING THE 1964 NIIGATA EARTHQUAKE | 1209 | |
| SENTO N. | Volumetric compression behavior of sand under cyclic loading history with various stress paths | 1278 | |
| SENTO N. | A Unified Prediction for Liquefaction and Settlement of Saturated Sandy Ground | 1382 | |
| Sesetyan K. | ASSESSMENT of EARTHQUAKE HAZARD in TURKEY | 1472 | |
| SESOV V. | STUDY ON P-Y CURVE FOR PILES SUBJECTED TO LATERAL FLOW OF LIQUEFIED GROUND | 1212 | |
| SETT K. | SEISMIC WAVE PROPAGATION IN STOCHASTIC SOILS | 1160 | |
| Sextos A. | Soil-Foundation-Bridge Pier Interaction at the Euroseis Test Site | 1598 | |
| Sextos A. | ASSESSMENT OF SOIL-STRUCTURE-INTERACTION EFFECTS ON THE DYNAMIC RESPONSE OF STEEL HIGH-RISE MOMENT RESISTING BUILDINGS | 1599 | |
| SEYRAFIAN S. | Analytical investigation of depth non-homogeneity effect on dynamic response of a saturated soil layer subjected to bed motion | 1224 | |
| SEYRAFIAN S. | Presentation of a new grouting technique for liquefaction mitigation in littoral areas | 1418 | |
| SEYREK E. | SEISMIC HAZARD AND TOTAL RISK ANALYSES OF CONCRETE-FACED ROCKFILL DAMS IN TURKEY | 1638 | |
| SHAHIEN M.M. | New Procedure to Estimate Liquefaction Resistance from Penetration Resistance Using Field Records | 1542 | |
| SHAHROUR I. | INFLUENCE OF THE SOIL-STRUCTURE INTERACTION (SSI) ON THE FUNDAMENTAL FREQUENCY OF STRUCTURES | 1545 | |
| SHAHROUR I. | A Numerical model for dynamic response of unsaturated sands | 1547 | |
| SHAKERI M.R. | Dynamic Properties of a Limy Cemented Gravely Sand | 1553 | |
| SHALABI F. | SEALANT BEHAVIOR OF GASKETED-SEGMENTAL CONCRETE TUNNEL LINING | 1636 | |
| SHIMIZU G. | Source, Path and Site Effects on Strong Ground Motions from the 2003 Tokachi-oki Earthquake Sequence | 1504 | |
| SHIMIZU M. | Analyses for Liquefaction-induced Ground Flow during the 2005 Fukuokakenseiho-oki Earthquake | 1534 | |
| SHIMIZU Y. | TRACES OF LIQUEFACTION UNDER THE SHINANO RIVER BANK DURING THE 1964 NIIGATA EARTHQUAKE | 1209 | |
| SHIMIZU Y. | A Unified Prediction for Liquefaction and Settlement of Saturated Sandy Ground | 1382 | |
| SHOJI M. | NONLINEAR BEHAVIOR OF PILE GROUP IN DRY SAND BASED ON LATERAL CYCLIC LOADING TESTS WITH LARGE DISPLACEMENT AMPLITUDE | 1721 | |
| SICA S. | GROUND MOTION AMPLIFICATION IN SAN GIULIANO DI PUGLIA (SOUTHERN ITALY) DURING THE 2002 MOLISE EARTHQUAKES | 1611 | |
| SICA S. | Kinematic Bending of Piles: Analysis vs. Code Provisions | 1674 | |
| SIEFFERT J-G | VIBRATORY PILE-DRIVING. ANALYSIS OF MEASURES AND COUNTERMEASURES WITH BRAXUUS | 1555 | |
| SIEFFERT J-G | VIBRATIONS INDUCED BY VIBRATORY PILE-DRIVING | 1554 | |
| SIGARAN-LORIA C. | Soil stability under earthquakes: a sensitivity analysis | 1763 | |
| SILVESTRI F. | SEISMIC DIPLACEMENT ANALYSIS OF HOMOGENEOUS SLOPES: A REVIEW OF EXISTING SIMPLIFIED METHODS WITH REFERENCE TO ITALIAN SEISMICITY | 1614 | |
| SILVESTRI F. | PSEUDOSTATIC AND DYNAMIC ANALYSES OF TUNNELS IN TRANSVERSAL AND LONGITUDINAL DIRECTIONS | 1550 | |
| SILVESTRI F. | GROUND MOTION AMPLIFICATION IN SAN GIULIANO DI PUGLIA (SOUTHERN ITALY) DURING THE 2002 MOLISE EARTHQUAKES | 1611 | |
| SILVESTRI F. | Numerical simulations of the ground deformation recorded in the historical town of Gerace during the seismic events in Calabria (1783) | 1613 | |
| SIMONELLI A.L. | Kinematic Bending of Piles: Analysis vs. Code Provisions | 1674 | |
| SINGH R. | CORRELATION FOR EARTHQUAKE-RELATED DEFORMATION OF EMBANKMENTS | 1233 | |
| SINGHA S. | Study on soft clay dampers | 1312 | |
| SITAR N. | Dynamic centrifuge study of seismically induced lateral earth pressures | 1298 | |
| Sitharam T.G. | Site Response Analyses based on Site Specific Soil Properties using Geotechnical and Geophysical tests: Correlations BETWEEN GMAX and N60 | 1286 | |
| Sitharam T.G. | EFFECT OF LOADING FREQUENCY ON CYCLIC BEHAVIOUR OF SOILS | 1315 | |
| SIYAHI B. | Effect of Nonlinearity on the Site Response Analysis of Geo-Structure | 1442 | |
| SKARLATOUDIS A. | REDUCING LOW FREQUENCY CUT-OFF FILTER EFFECTS ON SPECTRAL DISPLACEMENTS OF STRONG MOTION RECORDINGS USING SOURCE PROPERTIES | 1605 | |
| SLIMANI N. | RESPONSE OF A ROCKFILL DAM TO SPATIALLY VARYING EARTHQUAKE GROUND MOTION | 1181 | |
| SMOLKA A. | Modelling vulnerability in earthquake risk models: an insurance perspective | 1348 | |
| SNELSON C. | MAPPING GROUND-SHAKING HAZARD FOR LAS VEGAS, NEVADA (USA) | 1281 | |
| SOBHANINEJAD G. | Genetic Algorithm (GA): A New Approach in Estimating Strong Ground Motion Attenuation Relations | 1313 | |
| SOCCO V. | Uncertainties assessment in surface wave tests for site response studies | 1601 | |
| SOCCODATO F. | SEISMIC ANALYSIS OF AN EMBEDDED RETAINING STRUCTURE IN COARSE-GRAINED SOILS | 1197 | |
| SOHRABI-BIDAR A. | Seismic Behavior of 2D Semi-sine Shaped Hills Subjected to Vertically Propagating Incident SV and P Waves | 1740 | |
| SONG B. | CYCLIC DEGRADATION IN STRENGTH AND STIFFNESS of NON-PLASTIC SILT BASED ON VOLUME DECREASE POTENTIAL | 1276 | |
| SONODA R. | An Approximate Estimation of Dynamic Influence Factor in Elastic Semi-infinite Ground | 1203 | |
| SOUBRA A-H | Slope stability analysis in seismic areas by a reliability approach | 1215 | |
| SOULA J-C | From PALEO to POSSIBLE PRESENT-DAY LARGE-SCALE LANDSLIDE. A GENERALIZED NEWMARK APPROACH OF THE TARAPACA LANDSLIDE (NORTHERN CHILE) | 1427 | |
| SOYOZ S. | EFFECTS OF SOIL-STRUCTURE INTERACTION AND BASE ISOLATION ON SEISMIC PERFORMANCE OF FOUNDATION SOILS | 1183 | |
| SPALLAROSSA D. | SEISMIC LANDSLIDE HAZARD ANALYSIS FOR THE GENOA DISTRICT, LIGURIA - ITALY | 1434 | |
| SPANOS P.D. | A stochastic approach to synthesizing response spectrum compatible seismic accelerograms | 1319 | |
| SPENCER L.M. | Dynamic properties of colloidal silica gel and sand mixtures | 1324 | |
| SPRANGER M. | Modelling vulnerability in earthquake risk models: an insurance perspective | 1348 | |
| Squeglia N. | Assessment of EC8 AND ITALIAN CODE PRESCRIPTIONS FOR SEISMIC ACTIONS | 1557 | |
| STAMATOPOULOS A. | CYCLIC STRENGTH OF AN ORGANIC SOIL IN TERMS OF THE STATE PARAMETER | 1130 | |
| STAMATOPOULOS C. | Mitigation of the seismic motion applied near a slope using ANCHORS AND piles | 1129 | |
| STAMATOPOULOS C. | CYCLIC STRENGTH OF AN ORGANIC SOIL IN TERMS OF THE STATE PARAMETER | 1130 | |
| STEIDL J.H. | FROM RESEARCH TO PRACTICE IN NONLINEAR SITE RESPONSE: OBSERVATIONS AND SIMULATIONS IN THE L.A. BASIN | 1199 | |
| Steidl J.H. | Instrumentation of the Wildlife Liquefaction Array | 1251 | |
| Steller R.A. | Instrumentation of the Wildlife Liquefaction Array | 1251 | |
| STEPHENSON B.W.R. | EXPERIENCES FROM THE SEISMIC INSTRUMENTATION OF THREE SMALL SOFT BASINS IN NEW ZEALAND. | 1726 | |
| Stewart J.P. | Cyclic Softening of Low-plasticity Clay and its Effect on Seismic Foundation Performance | 1490 | |
| Stewart J.P. | Integration of site-specific ground response analysIs results into probabilistic seismic hazard analyses | 1486 | |
| Stringer M. | Modelling of liquefaction around tunnels | 1257 | |
| SU Q. | MAPPING GROUND-SHAKING HAZARD FOR LAS VEGAS, NEVADA (USA) | 1281 | |
| SUCUOGLU H. | EFFECTS OF SOIL-STRUCTURE INTERACTION AND BASE ISOLATION ON SEISMIC PERFORMANCE OF FOUNDATION SOILS | 1183 | |
| SUEMASA N. | A micro-bubble injection method for a countermeasure against liquefaction | 1764 | |
| SUGANO T. | Sandwiched Backfilling Technique for Earthquake Protection of Geotechnical Structures | 1627 | |
| SUGITA H. | Centrifuge model tests on abutment of river-crossing bridge on liquefiable soils | 1618 | |
| SUGITO M. | LIQUEFACTION-INDUCED SETTLEMENT OF RIVER LEVEE DUE TO LONG/SHORT GROUND EXCITATION | 1125 | |
| SUGITO M. | COUNTERMEASURES AGAINST LIQUEFACTION-INDUCED LARGE SETTLEMENT OF RIVER LEVEE | 1122 | |
| SUGIYAMA T. | Deformation Mechanism of Retaining Masonry Walls Subjected to Earthquake | 1229 | |
| SUITA K. | NONLINEAR BEHAVIOR OF PILE GROUP IN DRY SAND BASED ON LATERAL CYCLIC LOADING TESTS WITH LARGE DISPLACEMENT AMPLITUDE | 1721 | |
| SUN C-G | VERSATILE APPLICATIONS OF a GEOTECHNICAL INFORMATION SYSTEM FOR ESTIMATING SITE EFFECTS AT GYEONGJU IN KOREA | 1338 | |
| SUN J. | THE FIELD TESTING ON NEGATIVE SKIN FRICTION ALONG PILES CAUSED BY SEISMIC SETTLEMENT IN LOESS | 1143 | |
| SUZUKI T. | Damage in Nias Island Caused by the M8.7 Off-shore Sumatra Earthquake, March 28, 2005 and the Support Activities for the Recovery and Reconstruction | 1528 | |
| SUZUKI H. | Horizontal load distribution within pile group in liquefied ground | 1527 | |
| SUZUKI H. | Three-dimensional shaking table tests on soil-pile-structure models using E-Defense facility | 1529 | |
| SUZUKI Y. | Deformation of a river dike due to the Miyagi-ken Hokubu Earthquake | 1240 | |
| Syrides G. | Non-seismic surface faulting: the Peraia fault case study (Thessaloniki, N. Greece) | 1610 | |
| SZAVITS-NOSSAN A. | A simple solution for triaxial apparatuses with rods outside the cell | 1440 | |
| Author | Title | ID | |
| TABATA K. | Three-dimensional shaking table tests on soil-pile-structure models using E-Defense facility | 1529 | |
| TABET AOUL E-H | Effects of an earthquake on a liquefaction of a harbour terminal | 1603 | |
| TABORDA D. | DYNAMIC ANALYSIS AND REINFORCEMENT OF A KILN FOUNDATION UNDER EXCESSIVE VIBRATIONS | 1658 | |
| TAFAZZOLI N. | Evaluation of Site Effect on TMD’s Performance for Seismic Response Reduction of Tehran Tower | 1450 | |
| TAFAZZOLI N. | Evaluation of basin effect on ground motion | 1323 | |
| TAFAZZOLI N. | Effect of ground surface irregularities on tmd’s performance for response reduction of structures | 1451 | |
| TAFLANIDIS A. | Smart base isolation design including model uncertainty in ground motion characterization | 1660 | |
| TAHERZADEH R. | IDENTIFICATION OF THE ESSENTIAL PARAMETERS FOR THE LATERAL IMPEDANCE OF LARGE PILE GROUP | 1259 | |
| TAIBI S. | Effects of an earthquake on a liquefaction of a harbour terminal | 1603 | |
| Taiebat M. | Issues in modeling and simulations of soil liquefaction | 1159 | |
| TAKAHASHI A. | Centrifuge model tests on abutment of river-crossing bridge on liquefiable soils | 1618 | |
| TAKAI N. | Source, Path and Site Effects on Strong Ground Motions from the 2003 Tokachi-oki Earthquake Sequence | 1504 | |
| TAKEICHI H. | Sandwiched Backfilling Technique for Earthquake Protection of Geotechnical Structures | 1627 | |
| TALESNICK M. | ONE DIMENSIONAL WAVE PROPAGATION CONSIDERING PORE PRESSURE DEVELOPMENT AND DISSIPATION | 1753 | |
| TALUKDER M.K. | SITE CLASSIFICATION AND SEISMIC RESPONSE OF DHAKA CITY SOILS | 1457 | |
| TAMURA K-I | Failure Mode of Embankments due to Recent Earthquakes in Japan | 1479 | |
| TAMURA M. | GEOTECHNICAL IN SITU INVESTIGATION USED FOR SEISMIC DESIGN OF BUILDINGS | 1349 | |
| TAMURA S. | NONLINEAR BEHAVIOR OF PILE GROUP IN DRY SAND BASED ON LATERAL CYCLIC LOADING TESTS WITH LARGE DISPLACEMENT AMPLITUDE | 1721 | |
| TAMURA S. | Effects of Seismic Earth Pressure and Sidewall Friction on Pile Stress during Soil Liquefaction | 1702 | |
| Tan Y. | DEEP DYNAMIC COMPACTION OF LIQUEFACTION-POTENTIAL GRANULAR BACKFILL | 1109 | |
| TANAKA Y. | Liquefaction Strength of Coarse Well Graded Fill under Torsional Simple Shear | 1518 | |
| TANAKA Y. | Group Installation of Plastic Board Drains at Embankment Toes for Liquefaction and Lateral Flow Countermeasures | 1519 | |
| TANG Y. | RADIATION DAMPING OF SHALLOW FOUNDATIONS ON NONLINEAR SOIL MEDIUM | 1150 | |
| TANIMOTO S. | Centrifuge model tests on abutment of river-crossing bridge on liquefiable soils | 1618 | |
| Tarinejad R. | Effect of Non-Prismatic 3-D Canyon on the Scattering of Seismic P- and SV-Waves | 1741 | |
| TASKIN F. | EVALUATION OF WATER DISTRIBUTION PIPELINE PERFORMANCE AGAINST EARTHQUAKES | 1748 | |
| TATSUOKA F. | POSSIBILITY OF UNDRAINED FLOW IN SUCTION-DEVELOPED UNSATURATED SANDY SOILS IN TRIAXIAL TESTS | 1289 | |
| TATSUOKA F. | UNDRAINED FLOW CHARACTERISTICS OF PARTIALLY SATURATED SANDY SOILS IN TRIAXIAL TESTS | 1239 | |
| TAYLOR M. | A Review of Performance Based Design Procedures for Gravity Retaining Structures under Seismic Loading | 1520 | |
| TAYLOR W. | MAPPING GROUND-SHAKING HAZARD FOR LAS VEGAS, NEVADA (USA) | 1281 | |
| TAYLOR W. | Testing Geologic Boundaries for VS MAPping in LAS VEGAS, NeVada | 1275 | |
| TEGOS I.A. | THE PROBLEM OF SEISMIC STRENGTHENING OF EXISTING BRIDGES | 1715 | |
| TERPEREAU J-M | Determinig a Profile of Shear Wave Velocity Using Laboratory measurements: Application to the Scale Effect | 1642 | |
| TERZI V. | EXPERIMENTAL AND NUMERICAL STUDIES OF THE WAVE FIELD GENERATED BY THE OSCILLATION OF A MODEL STRUCTURE | 1577 | |
| Tetley R. | Vulnerability of Adobe Buildings under Earthquake Loading | 1244 | |
| TEVES-COSTA P. | Estimation of site effects modelling parameters using a geotechnical database | 1446 | |
| THEODORAKOPOULOS D.D. | DYNAMIC RESPONSE OF A POROELASTIC SOIL MEDIUM TO A MOVING LOAD ON ITS SURFACE | 1606 | |
| THEODULIDIS N. | INVERSION OF LOCAL S-WAVE VELOCITY STRUCTURE FROM AVERAGE H/V RATIOS AND COMPARISON WITH CROSS-HOLE MEASUREMENTS | 1410 | |
| THEODULIDIS N. | Use of ambient noise for microzonation studies in urban environment: The city of Thessaloniki (N. Greece) | 1580 | |
| THEODULIDIS N. | THE 20 JUNE 1978 THESSALONIKI (NORTHERN GREECE) EARTHQUAKE REVISITED: SLIP DISTRIBUTION AND FORWARD MODELLING OF GEODETIC AND SEISMOLOGICAL OBSERVATIONS | 1594 | |
| THOMAS J. | EVALUATION OF THE SEISMIC PERFORMANCE OF COMBINED FRAME-WALL-FOUNDATION STRUCTURAL SYSTEMS THROUGH CENTRIFUGE TESTING | 1497 | |
| THOREL L. | PHYSICAL AND NUMERICAL MODELLING OF SOIL-FOOTING-STRUCTURE UNDER LATERAL CYCLIC LOADING | 1400 | |
| TIKA Th. | The effect of non-plastic fines on the liquefaction resistance of sands | 1414 | |
| TOBITA T. | Failure Mechanism of an Embankment Resting on Liquefiable Ground | 1362 | |
| TOKIMATSU K. | Horizontal load distribution within pile group in liquefied ground | 1527 | |
| TOKIMATSU K. | Three-dimensional shaking table tests on soil-pile-structure models using E-Defense facility | 1529 | |
| TOKIMATSU K. | Effects of dynamic properties of peat on strong ground motions during 2004 Mid Niigata Prefecture earthquake | 1531 | |
| TOKIWA S. | LIQUEFACTION-INDUCED SETTLEMENT OF RIVER LEVEE DUE TO LONG/SHORT GROUND EXCITATION | 1125 | |
| TOKIWA S. | COUNTERMEASURES AGAINST LIQUEFACTION-INDUCED LARGE SETTLEMENT OF RIVER LEVEE | 1122 | |
| TOMISAWA K. | A Study on seismic respose of Single Pile in Improved Ground through dynamic Centrifuge Model Tests | 1163 | |
| TONAROGLU M. | LIQUEFACTION ANALYSIS OF SILT INTERLAYERED SANDS BY MEANS OF A NUMERICAL METHOD | 1396 | |
| TONUK G. | Site Response Nonlinearity Based on Case Studies | 1543 | |
| TOPRAK S. | EVALUATION OF WATER DISTRIBUTION PIPELINE PERFORMANCE AGAINST EARTHQUAKES | 1748 | |
| TOROS U. | CONE MODEL PREDICTIONS OF DYNAMIC IMPEDANCE FUNCTIONS OF SHALLOW FOUNDATIONS | 1461 | |
| TOSUN H. | SEISMIC HAZARD AND TOTAL RISK ANALYSES OF CONCRETE-FACED ROCKFILL DAMS IN TURKEY | 1638 | |
| TOWHATA I. | STUDY ON P-Y CURVE FOR PILES SUBJECTED TO LATERAL FLOW OF LIQUEFIED GROUND | 1212 | |
| TRAVERSO C. | New Developments in the Application of Underwater MASW | 1762 | |
| TREVLOPOULOS K. | DISCUSSION ON THE FUNDAMENTAL PERIOD OF SDOF SYSTEMS INCLUDING SOIL-STRUCTURE INTERACTION | 1692 | |
| TREVLOPOULOS K. | EVALUATION OF SITE CHARACTERISTICS IN LIQUEFIABLE SOILS | 1651 | |
| TRONCONE A. | SEISMIC DIPLACEMENT ANALYSIS OF HOMOGENEOUS SLOPES: A REVIEW OF EXISTING SIMPLIFIED METHODS WITH REFERENCE TO ITALIAN SEISMICITY | 1614 | |
| TROPEANO G. | SEISMIC DIPLACEMENT ANALYSIS OF HOMOGENEOUS SLOPES: A REVIEW OF EXISTING SIMPLIFIED METHODS WITH REFERENCE TO ITALIAN SEISMICITY | 1614 | |
| TSAI C-C. | AN INVERSE ANALYSIS APPROACH TO EXTRACT DYNAMIC NONLINEAR SOIL BEHAVIOR FROM DOWNHOLE ARRAY DATA | 1133 | |
| TSENG Y-J | uNCOUPLED NUMERICAL ANALYSIS FOR GROUND LATERAL SPREAD EFFECTS ON SINGLE PILE | 1152 | |
| TSIMPOURAKIS St. | Dynamic interaction between retaining walls and retained structures | 1270 | |
| TSIMPOURAKIS St. | Effects of soil non-linearity on the seismic response of rigid non-sliding retaining walls | 1271 | |
| Tsiokos L. | Non-seismic surface faulting: the Peraia fault case study (Thessaloniki, N. Greece) | 1610 | |
| TSIRAS E. | GEOPHYSICAL MULTILINGUAL INTERNET-DRIVEN INFORMATION SERVICE (GEOMIND) | 1771 | |
| TSOMPANAKIS Y. | Evaluating the Seismic Response of Embankments via NN-based Metamodels | 1302 | |
| TSOMPANAKIS Y. | probabilistic analysis of embankments using monte carlo simulation | 1310 | |
| TSOMPANAKIS Y. | Dynamic interaction between retaining walls and retained structures | 1270 | |
| TSOMPANAKIS Y. | Effects of soil non-linearity on the seismic response of rigid non-sliding retaining walls | 1271 | |
| TSOMPANAKIS Y. | SLOPE STABILITY OF MUNICIPAL SOLID WASTE LANDFILLS UNDER SEISMIC LOADING | 1217 | |
| TSOMPANAKIS Y. | DOUBLE SLIDING PHENOMENA AND SEISMIC RESPONSE OF EARTH STRUCTURES | 1218 | |
| TSOPELAS P. | Response of Seismic Isolated Bridges Including Soil Structure Interaction Effects | 1766 | |
| TSOU C-F | PREPARATION OF A LARGE MAILIAO SILTY SAND SPECIMEN FOR SHAKING TABLE TEST | 1339 | |
| TSUCHIDA T. | A STUDY ON THE APPLIFICABILITY OF THE MODIFIED NEWMARK METHOD | 1307 | |
| TSUKAMOTO Y. | POSSIBILITY OF UNDRAINED FLOW IN SUCTION-DEVELOPED UNSATURATED SANDY SOILS IN TRIAXIAL TESTS | 1289 | |
| TSUKAMOTO Y. | UNDRAINED FLOW CHARACTERISTICS OF PARTIALLY SATURATED SANDY SOILS IN TRIAXIAL TESTS | 1239 | |
| TURAN A. | DYNAMIC PROPERTIES OF MODIFIED GLYBEN as ARTIFICIAL clay for seismic applications | 1751 | |
| TURKOZ M. | SEISMIC HAZARD AND TOTAL RISK ANALYSES OF CONCRETE-FACED ROCKFILL DAMS IN TURKEY | 1638 | |
| Author | Title | ID | |
| UCAK A. | Response of Seismic Isolated Bridges Including Soil Structure Interaction Effects | 1766 | |
| UCHIMURA T. | Accumulation of residual strains in soft rocks during irreguLar cyclic loading | 1188 | |
| UENG T-S | Embedded Instrumentation for Coupled Shear Strain-Pore Pressure Response in multidirectional Shaking Table Test | 1213 | |
| UENG T-S | PREPARATION OF A LARGE MAILIAO SILTY SAND SPECIMEN FOR SHAKING TABLE TEST | 1339 | |
| UENG T-S. | Water Pressure Transmission and Soil Liquefaction | 1178 | |
| UGALDE J.A. | CENTRIFUGE mODELLING OF ROCKING BEHAVIOUR OF Bridges ON SHALLOW FOUNDATIONS | 1484 | |
| ULGEN D. | A STUDY OF CPT BASED LIQUEFACTION ASSESSMENT USING ARTIFICIAL NEURAL NETWORKS | 1219 | |
| UMEMURA Y. | EVALUATION OF SEISMIC RESPONSE OF BUILDING WITH SIMPLIFIED ESTIMATION OF SPRING AND DASHPOT AT BASE | 1332 | |
| UNNO T. | Volumetric compression behavior of sand under cyclic loading history with various stress paths | 1278 | |
| Unutmaz B. | EFFECTS OF SOIL-STRUCTURE-earthquake-INTERACTION ON SEISMIC SOIL Liquefaction TRIGGERING | 1412 | |
| UZUOKA R. | Volumetric compression behavior of sand under cyclic loading history with various stress paths | 1278 | |
| UZUOKA R. | TRACES OF LIQUEFACTION UNDER THE SHINANO RIVER BANK DURING THE 1964 NIIGATA EARTHQUAKE | 1209 | |
| UZUOKA R. | A Unified Prediction for Liquefaction and Settlement of Saturated Sandy Ground | 1382 | |
| Author | Title | ID | |
| VALENTINO M. | PSEUDOSTATIC AND DYNAMIC ANALYSES OF TUNNELS IN TRANSVERSAL AND LONGITUDINAL DIRECTIONS | 1550 | |
| Valkaniotis S. | SEISMICALLY CAPABLE FAULTS IN GREECE AND THEIR USE IN SEISMIC HAZARD ASSESSMENT | 1609 | |
| VALSAMIS A.. | numerical evaluation of lateral spreading displacements in layered soils | 1644 | |
| VAZOURAS P. | effect of a liquefiable soil layer on soil-structure interaction and building damage | 1393 | |
| VECCHIETTI S. | DISPLACEMENT-METHODS FOR THE DESIGN OF earth RETAINING STRUCTURES | 1699 | |
| VERDUGO R. | Observation of seismic amplification on subductive environment | 1462 | |
| Vesga L. | CRACK FATIGUE IN CLAYS MODELED USING DEM | 1131 | |
| Vesga L. | CRACK PROPAGATION THRESHOLD IN FISSURED CLAYS | 1132 | |
| VESSIA G. | Amplification factors to measure local seismic effects in urban areas | 1347 | |
| VEYLON G. | performance-based seismic retrofit of retaining walls | 1481 | |
| VILHAR G. | Dynamic and static liquefaction potential of a silty sand from BoStanj, Slovenia | 1318 | |
| VISONE C. | MECHANICAL BEHAVIOUR OF A POZZOLANA SOIL UNDER CYCLIC LOADINGS | 1492 | |
| Vosoughifar H.R. | MODIFIYING A CIRCULAR ANALYSIS METHOD FOR CONSIDERING THE SCATTERING OF EARTHQUAKE WAVES IN AN OPENING IN ROCK | 1744 | |
| VRETTOS C. | Seismic Response Analysis of an Immersed Tunnel Using Imposed Deformations | 1473 | |
| Author | Title | ID | |
| WAGONER J. | MAPPING GROUND-SHAKING HAZARD FOR LAS VEGAS, NEVADA (USA) | 1281 | |
| WAKAMATSU K. | Development of GIS database for Historic Liquefaction Sites in Japan | 1300 | |
| WALLING M. | Spatial Coherency of Ground Motions for Embedded Structures | 1499 | |
| WANG C.H. | uNCOUPLED NUMERICAL ANALYSIS FOR GROUND LATERAL SPREAD EFFECTS ON SINGLE PILE | 1152 | |
| WANG J. | STUDY ON LIQUEFACTION OF LOESS SITE | 1164 | |
| WANG J. | A Microstructure Examination on the Dynamic Residual Strain of Loess | 1156 | |
| WANG L. | THE FIELD TESTING ON NEGATIVE SKIN FRICTION ALONG PILES CAUSED BY SEISMIC SETTLEMENT IN LOESS | 1143 | |
| WANG L. | A Microstructure Examination on the Dynamic Residual Strain of Loess | 1156 | |
| WANG L. | Loess liquefaction: from the point view of microsturcture | 1153 | |
| WARTMAN J. | Topographic effects in a centrifuge model experiment | 1262 | |
| WENZEL H. | Seismic Microzonation in the Vienna Basin | 1718 | |
| WIENBROER H. | NONLINEAR SOIL BEHAVIOUR UNDER STATIONARY AND TRANSIENT EXCITATION | 1559 | |
| WIENBROER H. | NUMERICAL INVESTIGATION OF A CATASTROPHIC LANDSLIDE DURING THE EL SALVADOR JANUARY 2001 EARTHQUAKE | 1562 | |
| WIJEWICKREME D. | effect of PLASTICITY on the LABORATORY CYCLIC shear Response of fine-grained soils | 1321 | |
| WILKINSON S.M. | SIMULATION OF SEISMIC BEHAVIOUR OF GRAVITY QUAY WALL USING A GENERALIZED PLASTICITY MODEL | 1734 | |
| WILSON D. | EXPERIMENTAL INVESTIGATION OF GROUTED HELICAL PIERS FOR USE IN FOUNDATION REHABILITATION | 1471 | |
| Wood D.M. | Shaking table evaluation of dynamic soil properties | 1196 | |
| Wu G. | Effects of soil non-linearity on bending moments in piles due to seismic kinematic interaction | 1574 | |
| Author | Title | ID | |
| Xenaki V. | SEISMIC ISOLATION OF EARTH-RETAINING STRUCTURES BY EPS GEOFOAM COMPRESSIBLE INCLUSIONS – DYNAMIC FE ANALYSES | 1676 | |
| Author | Title | ID | |
| Yaghmaei S. | Simulation of the Strong-Motion Records from the 2003 Bam Earthquake in Iran Using Stochastic Technique. | 1770 | |
| YAMADA S. | A micro-bubble injection method for a countermeasure against liquefaction | 1764 | |
| YAMADA Ya. | NUMERICAL SIMULATION OF LIQUEFACTION INDUCED LATERAL SPREADING USING SMOOTHED PARTICLE HYDRODYNAMIC | 1207 | |
| YAMADA Yu. | Deformation Mechanism of Retaining Masonry Walls Subjected to Earthquake | 1229 | |
| YAMAMOTO A. | Source, Path and Site Effects on Strong Ground Motions from the 2003 Tokachi-oki Earthquake Sequence | 1504 | |
| YAMANAKA H. | RESULTS FROM SINGLE-STATION AND ARRAY MICROTREMOR MEASUREMENTS IN BUCHAREST, ROMANIA | 1522 | |
| YAMASHITA N. | A STUDY ON THE APPLIFICABILITY OF THE MODIFIED NEWMARK METHOD | 1307 | |
| YAN X.R. | Ground Response Analysis Using a Matrix Formulation | 1624 | |
| YANG C-W | Embedded Instrumentation for Coupled Shear Strain-Pore Pressure Response in multidirectional Shaking Table Test | 1213 | |
| YANG J. | SEISMIC DESIGN OF RETAINING WALLS CONSIDERING VERTICAL GROUND ACCELERATION | 1371 | |
| YANG J. | Ground Response Analysis Using a Matrix Formulation | 1624 | |
| YASHIMA A. | LIQUEFACTION-INDUCED SETTLEMENT OF RIVER LEVEE DUE TO LONG/SHORT GROUND EXCITATION | 1125 | |
| YASHIMA A. | COUNTERMEASURES AGAINST LIQUEFACTION-INDUCED LARGE SETTLEMENT OF RIVER LEVEE | 1122 | |
| YASUDA S. | Analyses for Liquefaction-induced Ground Flow during the 2005 Fukuokakenseiho-oki Earthquake | 1534 | |
| YASUDA S. | Model tests to demonstrate the effectiveness of a nailing method on the stability of natural slopes during earthquakes | 1533 | |
| YASUHARA K. | Sandwiched Backfilling Technique for Earthquake Protection of Geotechnical Structures | 1627 | |
| YASUHARA K. | CYCLIC DEGRADATION IN STRENGTH AND STIFFNESS of NON-PLASTIC SILT BASED ON VOLUME DECREASE POTENTIAL | 1276 | |
| Yazdani A. | Simulation of the Strong-Motion Records from the 2003 Bam Earthquake in Iran Using Stochastic Technique. | 1770 | |
| YILDIRIM M. | comparIson of one and two dImensIonal sIte response analysIs results for kucukcekmece regIon IN Istanbul | 1351 | |
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| YILMAZ M.T. | THE ROLE OF GEOTECHNICAL FACTORS ON DAMAGE MODES AND DISTRIBUTION: LESSONS LEARNED FROM ADAPAZARI | 1264 | |
| YILMAZ M.T. | Seismically Induced Tilting Potential of Shallow Mat Foundations | 1263 | |
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| YILMAZ O. | APPLICATIONS OF ENGINEERING SEISMOLOGY FOR SITE CHARACTERIZATION | 1631 | |
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| ZANIA V. | DOUBLE SLIDING PHENOMENA AND SEISMIC RESPONSE OF EARTH STRUCTURES | 1218 | |
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