4th International Conference on Earthquake Geotechnical Engineering
Proceedings
Thessaloniki, 25-28 June 2007
Aristotle University of Thessaloniki
Laboratory of Soil Mechanics, Foundation and Geotechnical Earthquake Engineering
Home
Preface
Plenary Sessions
Index by Author Name
Index by Paper ID
Committees
Scientific Program
Keynote Lectures
| ID | AUTHORS | TITLE | SESSION | |
| 1107 | Abdalla M. HARRAZ, William N. HOUSTON and J. Manuel PADILLA | SITE-SPECIFIC EARTHQUAKE RESPONSE ANALYSIS, CASE STUDY: EL MERCADO LIBERTAD | 2 | |
| 1109 | Y. TAN | DEEP DYNAMIC COMPACTION OF LIQUEFACTION-POTENTIAL GRANULAR BACKFILL | 11 | |
| 1114 | Reza ZIAIE MOAYED, Meysam SAFAVIAN | PILE RAFT FOUNDATION BEHAVIOR WITH DIFFERENT PILE DIAMETERS | 7 | |
| 1118 | Vijay K. PURI and Shamsher PRAKASH | ON FOUNDATIONS UNDER SEISMIC LOADS | 5 | |
| 1119 | Madhira R MADHAV and Murali Krishna ADAPA | LIQUEFACTION MITIGATION OF SAND DEPOSITS BY GRANULAR PILES: DENSIFICATION AND DILATION EFFECTS | 11 | |
| 1122 | Atsushi YASHIMA, Masata SUGITO, Yu HUANG, Osamu NAKAYAMA, Satoshi TOKIWA, Tomoyuki ABE and Genji SEKIZAWA | COUNTERMEASURES AGAINST LIQUEFACTION-INDUCED LARGE SETTLEMENT OF RIVER LEVEE | 11 | |
| 1124 | Mahmoud GHAZAVI and Mehrnoosh GHADIMI | PILE-SOIL-PILE INTERACTION UNDER AXIAL HARMONIC VIBRATIONS: A SIMPLE APPROACH | 5 | |
| 1125 | Masata SUGITO, Atsushi YASHIMA, Yu HUANG, Osamu NAKAYAMA, Satoshi TOKIWA, Tomoyuki ABE, Genji SEKIZAWA and Masumitsu KUSE | LIQUEFACTION-INDUCED SETTLEMENT OF RIVER LEVEE DUE TO LONG/SHORT GROUND EXCITATION | 11 | |
| 1126 | Xiaoxia GUO, Shichun CHI and Gao LIN | APPLICATIONS OF THERMODYNAMICAL APPROACHES TO DYNAMIC HARDIN-DRNEVICH MODEL FOR SOILS | 3 | |
| 1127 | Abolhassan NAEINI and Nader FATHOLOLUMI | EFFECTS OF THE INCLINATION AND LENGTH VARIATION OF MICROPILES ON BEARING CAPACITY OF SANDY SOILS | 5 | |
| 1129 | Constantine STAMATOPOULOS and Maria BASSANOU | MITIGATION OF THE SEISMIC MOTION APPLIED NEAR A SLOPE USING ANCHORS AND PILES | 8 | |
| 1130 | Constantine STAMATOPOULOS and Aris STAMATOPOULOS | CYCLIC STRENGTH OF AN ORGANIC SOIL IN TERMS OF THE STATE PARAMETER | 1 | |
| 1131 | Luis VESGA | CRACK FATIGUE IN CLAYS MODELED USING DEM | 3 | |
| 1132 | Luis VESGA | CRACK PROPAGATION THRESHOLD IN FISSURED CLAYS | 1 | |
| 1133 | Chi-Chin TSAI and Youssef M.A. HASHASH | AN INVERSE ANALYSIS APPROACH TO EXTRACT DYNAMIC NONLINEAR SOIL BEHAVIOR FROM DOWNHOLE ARRAY DATA | 4 | |
| 1135 | Yasuyuki NABESHIMA, Kiyoshi HAYAKAWA and Nakaba HASEGAWA | MICROZONING MAP OF PREDOMINANT PERIODS IN KUSATSU CITY ESTIMATED FROM MICROTREMOR MEASUREMENTS | 4 | |
| 1138 | Mitsu OKAMURA and Yasunori MATSUKI | EVALUATION OF SEISMIC FAILURE POTENTIAL OF EXISTING RETAINING WALLS USING POTABLE CONE | 9 | |
| 1140 | Mehmet CELEBI | INTEGRATED SITE AND STRUCTURAL SEISMIC INSTRUMENTATION ARRAYS FOR A CABLE-STAYED BRIDGE – RECORDINGS AND ANALYSES | 10 | |
| 1141 | Kyle ROLLINS, Seth BOWLES , Dan BROWN and Scott ASHFORD | LATERAL LOAD TESTING OF LARGE DRILLED SHAFTS AFTER BLAST-INDUCED LIQUEFACTION | 7 | |
| 1142 | James R. GINGERY | A SIMPLIFIED METHOD FOR ESTIMATING SHEAR STRAINS FOR OVALING AND RACKING ANALYSIS OF TUNNELS | 12 | |
| 1143 | Lanmin WANG, Junjie SUN, and Xuefeng HUANG | THE FIELD TESTING ON NEGATIVE SKIN FRICTION ALONG PILES CAUSED BY SEISMIC SETTLEMENT IN LOESS | 5 | |
| 1145 | Baki OZTURK | EVALUATION OF DRIFT DEMAND ON THE BASIS OF NONLINEAR RESPONSE OF BUILDING STRUCTURES LOCATED AT SEISMICALLY ACTIVE REGIONS | 10 | |
| 1146 | Shun-ichi SAWADA | EVALUATION OF STRENGTH OF SOILS AGAINST LIQUEFACTION USING PIEZO DRIVE CONE | 1 | |
| 1147 | Hamid ZAFARANI, Asadollah NOORZAD and Khosro BARGI | STOCHASTIC FINITE-FAULT STRONG GROUND-MOTION SIMULATION OF THE 22 FEBRUARY 2005 (MW 6.4) ZARAND (CENTRAL IRAN) EARTHQUAKE | 4 | |
| 1150 | Jian ZHANG and Yuchuan TANG | RADIATION DAMPING OF SHALLOW FOUNDATIONS ON NONLINEAR SOIL MEDIUM | 5 | |
| 1152 | San-Shyan LIN, Yu-Ju TSENG, Jen-Cheng LIAO, C.H. WANG and Wei F. LEE | UNCOUPLED NUMERICAL ANALYSIS FOR GROUND LATERAL SPREAD EFFECTS ON SINGLE PILE | 7 | |
| 1153 | Zhongxia YUAN and Lanmin WANG | LOESS LIQUEFACTION: FROM THE POINT VIEW OF MICROSTURCTURE | 11 | |
| 1155 | Reza MAHIN ROOSTA | SEISMIC RESPONSE OF AN ASPHALTIC CONCRETE CORE EMBANKMENT DAM | 8 | |
| 1156 | WANG Lanmin, YUAN Zhongxia and WANG Jun | A MICROSTRUCTURE EXAMINATION ON THE DYNAMIC RESIDUAL STRAIN OF LOESS | 8 | |
| 1158 | Guanzhou JIE, Matthias PREISIG, and Boris JEREMIC | INFLUENCE OF SOIL-FOUNDATION-STRUCTURE INTERACTION ON SEISMIC RESPONSE OF BRIDGES | 6 | |
| 1159 | Zhao CHENG, Mahdi TAIEBAT, Boris JEREMIC, and Yannis DAFALIAS | ISSUES IN MODELING AND SIMULATIONS OF SOIL LIQUEFACTION | 11 | |
| 1160 | Boris JEREMIC and Kallol SETT | SEISMIC WAVE PROPAGATION IN STOCHASTIC SOILS | 3 | |
| 1163 | Kouichi TOMISAWA and Seiichi MIURA | A STUDY ON SEISMIC RESPOSE OF SINGLE PILE IN IMPROVED GROUND THROUGH DYNAMIC CENTRIFUGE MODEL TESTS | 5 | |
| 1164 | Jun WANG, Zhongxia YUAN and Lan LI | STUDY ON LIQUEFACTION OF LOESS SITE | 11 | |
| 1165 | Abbas GHALANDARZADEH , Mahmoud GHAHREMANI and Kazuo KONAGAI | INVESTIGATION ON THE LIQUEFACTION OF A CLAYEY-SANDY SOIL DURING CHANGUREH EARTHQUAKE | 11 | |
| 1166 | Mahmoud GHAHREMANI, Abbas GHALANDARZADEH and Kasra GHAHREMANI | LABORARTORY INVESTIGATION OF THE EFFECT OF PLASTIC FINES ON CYCLIC RESISTANCE OF SAND-CLAY MIXTURES | 1 | |
| 1169 | Tohid AKHLAGHI and Mohammad NEISHAPOURI | A STUDY ON THE PSEUDOSTATIC ANALYSES OF THE UPPER SAN FERNANDO DAM USING FE SIMULATION AND OBSERVED DEFORMATIONS DURING THE 1971 EARTHQUAKE | 8 | |
| 1173 | Mahmood SEID-KARBASI and Peter M. BYRNE | CHARACTERISTIC BEHAVIOR OF LIQUEFIABLE GROUNDS WITH LOW PERMEABILITY SUBLAYERS | 11 | |
| 1174 | H. Turan DURGUNOGLU and Oz YILMAZ | AN INTEGRATED APPROACH FOR ESTIMATION OF MODULUS DEGRADATION IN SOFT ROCKS | 3 | |
| 1177 | Kanthasamy K. MURALEETHARAN, Nadarajah RAVICHANDRAN and Shannon L. NORTON | FULLY COUPLED DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSES OF PILE FOUNDATIONS IN WEAK SOILS | 6 | |
| 1178 | Tzou-Shin UENG and Jiunn-Shyang CHIOU | WATER PRESSURE TRANSMISSION AND SOIL LIQUEFACTION | 11 | |
| 1180 | Sarada K. SARMA and Angelos - Kannelos IRAKLEIDIS | AN INVESTIGATION INTO THE UNCERTAINTY OF THE ONE DIMENSIONAL SITE RESPONSE ANALYSIS | 4 | |
| 1181 | Samia LOUADJ, Ramdane BAHAR , Nasser LAOUAMI and Nasser SLIMANI | RESPONSE OF A ROCKFILL DAM TO SPATIALLY VARYING EARTHQUAKE GROUND MOTION | 8 | |
| 1182 | Anastasios KOTSOGLOU and Stavroula PANTAZOPOULOU | SOIL-STRUCTURE INTERACTION: CAPACITY CURVE EVALUATION AND SEISMIC ASSESSMENT OF HIGHWAY OVERCROSSINGS | 10 | |
| 1183 | Serdar SOYOZ, K. Onder CETIN and Haluk SUCUOGLU | EFFECTS OF SOIL-STRUCTURE INTERACTION AND BASE ISOLATION ON SEISMIC PERFORMANCE OF FOUNDATION SOILS | 6 | |
| 1185 | Luljeta BOZO, Alfred FRASHERI and Ylber MUCEKU | SLOPE STABILITY IN ACTIVE SEISMIC ZONES IN ALBANIA | 8 | |
| 1188 | Daniel PECKLEY Jr. and Taro UCHIMURA | ACCUMULATION OF RESIDUAL STRAINS IN SOFT ROCKS DURING IRREGULAR CYCLIC LOADING | 1 | |
| 1189 | Yoshito MAEDA, Kiyoshi OMINE, Hidetoshi OCHIAI, Hideaki FURUKI, Shozo NAEMURA and Yasuhiko OKOCHI | DESIGN AND EVALUATION OF A NEW COMPOSITE FOUNDATION OF PILE WITH DMM TO CONTROL THE LATERAL DEFORMATION DURING EARTHQUAKE | 5 | |
| 1190 | George MANOLIS, Tsviatko RANGELOV, Petia DINEVA and Christos PANAGIOTOPOULOS | FREE-FIELD MOTIONS IN THE INHOMOGENEOUS HALFPLANE | 4 | |
| 1191 | George D. MANOLIS and Michael S. KAPETAS | THE EFFECT OF INHOMOGENEITIES ON THE DYNAMIC RESPONSE OF LAYERED SOIL WITH VARIABLE DAMPING | 4 | |
| 1192 | Christina ATHANASSIADOU, Vassilios LEKIDIS, Andreas KAPPOS and Christos KARAKOSTAS | CALIBRATION OF EUROCODE 8 (EN1998-1) SITE-DEPENDENT ACCELERATION AND DISPLACEMENT SPECTRA USING RECORDS FROM GREECE | 10 | |
| 1194 | Sanjay PAUL and Ashim Kanti DEY | CYCLIC TRIAXIAL TESTING OF FULLY AND PARTIALLY SATURATED SOIL AT SILCHAR | 1 | |
| 1195 | Chloe ARSON and Behrouz GATMIRI | QUANTIFICATION OF SEISMIC SITE EFFECTS IN TWO-DIMENSIONAL IRREGULAR CONFIGURATIONS | 4 | |
| 1196 | Matthew DIETZ and David MUIR WOOD | SHAKING TABLE EVALUATION OF DYNAMIC SOIL PROPERTIES | 1 | |
| 1197 | Luigi CALLISTO and Fabio M. SOCCODATO | SEISMIC ANALYSIS OF AN EMBEDDED RETAINING STRUCTURE IN COARSE-GRAINED SOILS | 9 | |
| 1199 | Dominic ASSIMAKI, Wei LI, Jamison STEIDL and Jan SCHMEDES | FROM RESEARCH TO PRACTICE IN NONLINEAR SITE RESPONSE: OBSERVATIONS AND SIMULATIONS IN THE L.A. BASIN | 2 | |
| 1201 | Jorge A. RODRIGUEZ, Fernando RAMIREZ and Juan P. ESCALLON | GEOTECHNICAL SEISMIC CHARACTERIZATION FOR THE MICROZONATION OF BOGOTA | 2 | |
| 1202 | Pastsakorn KITIYODOM and Tatsunori MATSUMOTO | INFLUENCE OF SUPERSTRUCTURE VIBRATION MODE ON SEISMICALLY INDUCED FORCES ALONG PILE | 5 | |
| 1203 | Ryuuichi SONODA, Tatsunori MATSUMOTO and Pastsakorn KITIYODOM | AN APPROXIMATE ESTIMATION OF DYNAMIC INFLUENCE FACTOR IN ELASTIC SEMI-INFINITE GROUND | 4 | |
| 1207 | Mounir NAILI, Takashi MATSUSHIMA and Yasuo YAMADA | NUMERICAL SIMULATION OF LIQUEFACTION INDUCED LATERAL SPREADING USING SMOOTHED PARTICLE HYDRODYNAMIC | 11 | |
| 1208 | Steven L. KRAMER, Kevin W. FRANKE, Yi-Min HUANG and David A. BASKA | PERFORMANCE-BASED EVALUATION OF LATERAL SPREADING DISPLACEMENT | 11 | |
| 1209 | Motoki KAZAMA, Yuko SHIMIZU, Tomohiro MORI, Noriaki SENTO and Ryosuke UZUOKA | TRACES OF LIQUEFACTION UNDER THE SHINANO RIVER BANK DURING THE 1964 NIIGATA EARTHQUAKE | 11 | |
| 1212 | Ramin MOTAMED, Ikuo TOWHATA and Vlatko SESOV | STUDY ON P-Y CURVE FOR PILES SUBJECTED TO LATERAL FLOW OF LIQUEFIED GROUND | 7 | |
| 1213 | Wen-Jong CHANG, Tzou-Shin UENG, Chia-Han CHEN, and Chih-Wei YANG | EMBEDDED INSTRUMENTATION FOR COUPLED SHEAR STRAIN-PORE PRESSURE RESPONSE IN MULTIDIRECTIONAL SHAKING TABLE TEST | 3 | |
| 1214 | Laura SCANDELLA, Ebru HARMANDAR, Ezio FACCIOLI, Roberto PAOLUCCI, Eser DURUKAL and Mustafa ERDIK | NUMERICAL EVALUATION OF THE EARTHQUAKE INDUCED GROUND STRAINS: THE CASE OF DUZCE | 12 | |
| 1215 | Dalia YOUSSEF ABDEL MASSIH, Abdul-Hamid SOUBRA and Elias EL-HACHEM | SLOPE STABILITY ANALYSIS IN SEISMIC AREAS BY A RELIABILITY APPROACH | 8 | |
| 1216 | Ryo SAWADA, Takaki MATSUMARU and Motohiro OHKI | STRENGTH RATIO CAUSING LIQUEFACTION OF DILUVIAL SOIL | 11 | |
| 1217 | Varvara ZANIA, Yiannis TSOMPANAKIS and Prodromos PSARROPOULOS | SLOPE STABILITY OF MUNICIPAL SOLID WASTE LANDFILLS UNDER SEISMIC LOADING | 8 | |
| 1218 | Varvara ZANIA, Yiannis TSOMPANAKIS and Prodromos PSARROPOULOS | DOUBLE SLIDING PHENOMENA AND SEISMIC RESPONSE OF EARTH STRUCTURES | 8 | |
| 1219 | Deniz ULGEN and H. Kursat ENGIN | A STUDY OF CPT BASED LIQUEFACTION ASSESSMENT USING ARTIFICIAL NEURAL NETWORKS | 11 | |
| 1220 | Paolo FRANCHIN, Paolo Emilio PINTO and Fabrizio NOTO | A SIMPLIFIED NONLINEAR DYNAMIC MODEL FOR SEISMIC ANALYSIS OF EARTH-RETAINING DIAPHRAGM-WALLS | 9 | |
| 1224 | Sarang SEYRAFIAN, Behrouz GATMIRI and Asadollah NOORZAD | ANALYTICAL INVESTIGATION OF DEPTH NON-HOMOGENEITY EFFECT ON DYNAMIC RESPONSE OFA SATURATED SOIL LAYER SUBJECTED TO BED MOTION | 4 | |
| 1225 | Juan M. MAYORAL and Miguel P. ROMO | SEISMIC PERFORMANCE EVALUATION OF POTENTIALLY LIQUEFIABLE EARTH DAMS | 8 | |
| 1226 | Jennifer DONAHUE, Jon BRAY and Michael RIEMER | LIQUEFACTION TESTING OF FINE-GRAINED SOIL PREPARED USING SLURRY DEPOSITION | 1 | |
| 1228 | Kazuo FUJIMOTO and Saburoh MIDORIKAWA | EMPIRICAL ESTIMATE OF AVERAGE SHEAR-WAVE VELOCITY OF GROUND AT JMA STATIONS IN KANTO REGION, JAPAN | 3 | |
| 1229 | Naoyuki OTA, Tomoyasu SUGIYAMA, Katsuya OKADA, Yuuki YAMADA, Osamu NUNOKAWA and Toshishige FUJII | DEFORMATION MECHANISMS OF RETAINING MASONRY WALLS SUBJECTED TO EARTHQUAKE | 10 | |
| 1231 | Stavroula KONTOE, Lidija ZDRAVKOVIC, David M. POTTS and Njemile E. SALANDY | THE USE OF ABSORBING BOUNDARIES IN DYNAMIC ANALYSES OF SOIL-STRUCTURE INTERACTION PROBLEMS | 6 | |
| 1233 | Debatosh DAS, Raghvendra SINGH and Debasis ROY | CORRELATION FOR EARTHQUAKE-RELATED DEFORMATION OF EMBANKMENTS | 8 | |
| 1239 | Yoshimichi TSUKAMOTO, Toshiyuki KAMATA, Fumio TATSUOKA and Kenji ISHIHARA | UNDRAINED FLOW CHARACTERISTICS OF PARTIALLY SATURATED SANDY SOILS IN TRIAXIAL TESTS | 1 | |
| 1240 | Osamu NAKAYAMA, Yasushi SASAKI, Motoharu SEKIZAWA, Tomoyuki HIRATSUKA and Yoshitomo SUZUKI | DEFORMATION OF A RIVER DIKE DUE TO THE MIYAGI-KEN HOKUBU EARTHQUAKE | 8 | |
| 1241 | Mustafa K. KOCKAR and Haluk AKGUN | EVALUATION OF SITE CHARACTERIZATIONS AND SITE EFFECTS OF THE ANKARA BASIN, TURKEY | 4 | |
| 1242 | Evelyne FOERSTER and Hormoz MODARESSI | A DIAGONAL CONSISTENT MASS MATRIX FOR EARTHQUAKE SITE RESPONSE SIMULATIONS | 4 | |
| 1243 | Evelyne FOERSTER and Florent DE MARTIN | LARGE-SCALE FINITE ELEMENT LANDSLIDE SIMULATIONS UNDER EARTHQUAKE LOADING | 8 | |
| 1244 | Rachel TETLEY and Gopal MADABHUSHI | VULNERABILITY OF ADOBE BUILDINGS UNDER EARTHQUAKE LOADING | 10 | |
| 1245 | HANUMANTHARAO CH and RAMANA GV | SITE SPECIFIC GROUND RESPONSE ANALYSES AT DELHI, INDIA | 2 | |
| 1247 | Ulas CILINGIR and S.P. Gopal MADABHUSHI | OBSERVATION OF SOIL DISPLACEMENTS AROUND TUNNELS SUBJECTED TO EARTHQUAKE LOADING | 12 | |
| 1248 | Albert R. KOTTKE and Ellen M. RATHJE | SEMI-AUTOMATED SELECTION AND SCALING OF EARTHQUAKE GROUND MOTIONS | 2 | |
| 1249 | Deepankar CHOUDHURY and Sanjay NIMBALKAR | DETERMINATION OF POINT OF APPLICATION OF SEISMIC ACTIVE THRUST ON RETAINING WALL | 9 | |
| 1251 | T. Leslie YOUD, Jamison H. STEIDL and Robert A. STELLER | INSTRUMENTATION OF THE WILDLIFE LIQUEFACTION ARRAY | 3 | |
| 1253 | S.Alireza MIRLATIFI, Ali FAKHER and Abbas GHALANDARZADEH | SEISMIC STUDY OF REINFORCED EARTH WALLS BY SHAKING TABLE MODEL TESTS | 9 | |
| 1255 | Francisco ZABALA, Ruben D. RODARI and Luciano A. OLDECOP | SEISMIC ANALYSIS OF GEOTECHNICAL STRUCTURES USING THE MATERIAL POINT METHOD | 6 | |
| 1256 | Amalia GIANNAKOU, Nikos GEROLYMOS and George GAZETAS | KINEMATIC RESPONSE OF GROUPS WITH INCLINED PILES | 5 | |
| 1257 | Mark STRINGER and Gopal MADABHUSHI | MODELLING OF LIQUEFACTION AROUND TUNNELS | 12 | |
| 1258 | Aristides BAROUNIS, Trevor ORR and Nick BAROUNIS | ENGINEERING GEOLOGY MODELS AS APPLIED IN MICROZONATION MAPPING WITH A CASE HISTORY FOR THE TRIKALA AREA GREECE | 4 | |
| 1259 | Reza TAHERZADEH, Didier CLOUTEAU and Regis COTTEREAU | IDENTIFICATION OF THE ESSENTIAL PARAMETERS FOR THE LATERAL IMPEDANCE OF LARGE PILE GROUP | 5 | |
| 1260 | Il-Hwa LEE, Sung-Ho JOH | JOINT INVERSION ANALYSIS USING THE DISPERSION CHARACTERISTICS OF LOVE AND RAYLEIGH WAVES | 3 | |
| 1261 | Ljupcho PETKOVSKI | SEISMIC ANALYSIS OF A ROCK-FILLED DAM WITH ASPHALTIC CONCRETE DIAPHRAGM | 8 | |
| 1262 | Fatma OZKAHRIMAN, Abu NASIM and Joseph WARTMAN | TOPOGRAPHIC EFFECTS IN A CENTRIFUGE MODEL EXPERIMENT | 4 | |
| 1263 | M. Tolga YILMAZ and B. Sadik BAKIR | SEISMICALLY INDUCED TILTING POTENTIAL OF SHALLOW MAT FOUNDATIONS | 5 | |
| 1264 | B. Sadik BAKIR and M. Tolga YILMAZ | THE ROLE OF GEOTECHNICAL FACTORS ON DAMAGE MODES AND DISTRIBUTION: LESSONS LEARNED FROM ADAPAZARI | 6 | |
| 1265 | MD Sahadat HOSSAIN, Mohamed HAQUE, Syed QASIM and Laureano HOYOS | DYNAMIC CHARACTERISTICS OF MUNICIPAL SOLID WASTE WITH DEGRADATION IN BIOREACTOR LANDFILLS | 8 | |
| 1266 | MD Sahadat HOSSAIN, Mohamed HAQUE, Syed QASIM and Laureano HOYOS | SEISMIC STABILITY OF BIOREACTOR LANDFILL WITH DECOMPOSITION - A NUMERICAL MODELING | 8 | |
| 1269 | Rajeev PATHMANATHAN, Paolo FRANCHIN, Carlo LAI and Paolo PINTO | NUMERICAL MODELLING OF SEISMIC RESPONSE OF CANTILEVER EARTH-RETAINING STRUCTURES | 9 | |
| 1270 | Yiannis TSOMPANAKIS , Prodromos N. PSARROPOULOS and Stefanos TSIMPOURAKIS | DYNAMIC INTERACTION BETWEEN RETAINING WALLS AND RETAINED STRUCTURES | 9 | |
| 1271 | Yiannis TSOMPANAKIS, Prodromos N. PSARROPOULOS, Varvara ZANIA and Stefanos TSIMPOURAKIS | EFFECTS OF SOIL NON-LINEARITY ON THE SEISMIC RESPONSE OF RIGID NON-SLIDING RETAINING WALLS | 9 | |
| 1272 | H. Turan DURGUNOGLU and Huriye BILSEL | A MICROZONATION STUDY BASED ON LIQUEFACTION AND CYCLIC FAILURE POTENTIAL OF FINE GRAINED SOILS | 11 | |
| 1273 | James R. MARTIN and C. Guney OLGUN | LIQUEFACTION MITIGATION USING JET-GROUT COLUMNS – 1999 KOCAELI EARTHQUAKE CASE HISTORY AND NUMERICAL MODELING | 11 | |
| 1274 | Fardin JAFARZADEH, Mohammad KHOSRAVI , Ali KHOSRAVI | EFFECT OF VARIOUS PARAMETERS ON DYNAMIC PROPERTIES OF BABOLSAR SAND BY CYCLIC SIMPLE SHEAR DEVICE | 1 | |
| 1275 | Helena MURVOSH, Barbara LUKE and Wanda TAYLOR | TESTING GEOLOGIC BOUNDARIES FOR VS MAPPING in LAS VEGAS, NEVADA | 3 | |
| 1276 | Byungwoong SONG, Kazuya YASUHARA, Masanori HAMADA and Innjoon PARK | CYCLIC DEGRADATION IN STRENGTH AND STIFFNESS OF NON-PLASTIC SILT BASED ON VOLUME DECREASE POTENTIAL | 1 | |
| 1277 | M. Ruhul Amin KHAN, Kimitoshi HAYANO and Masaki KITAZUME | DYNAMIC BEHAVIOR OF SHEET PILE QUAY WALL STABILIZED BY SEA-SIDE GROUND IMPROVEMENT | 9 | |
| 1278 | Toshiyasu UNNO, Motoki KAZAMA, Ryosuke UZUOKA and Noriaki SENTO | VOLUMETRIC COMPRESSION BEHAVIOR OF SAND UNDER CYCLIC LOADING HISTORY WITH VARIOUS STRESS PATHS | 1 | |
| 1279 | Kusnowidjaja MEGAWATI and Tso-Chien PAN | POTENTIAL SEISMIC HAZARDS OF SUMATRA, THE MALAY PENINSULA, AND SINGAPORE | 4 | |
| 1280 | Jeawoo LEE, Kazuo YOSHIZAKO, Takashi SAKANOUE and Naoto OHBO | CENTRIFUGE MODELING FOR SLIDING OF GENTLE SLOPE ON PARTIALLY SATURATED FINE SAND SUBJECT TO SINUSOIDAL GROUND MOTION | 8 | |
| 1281 | Barbara LUKE, Ying LIU, Wanda TAYLOR, Arya EBRAHIMPOUR, Jeff WAGONER, Qiuhong SU, Catherine SNELSON and Ronald SACK | MAPPING GROUND-SHAKING HAZARD FOR LAS VEGAS, NEVADA (USA) | 4 | |
| 1282 | Eun-Seok BANG and Dong-Soo KIM | IMPROVEMENT OF DATA INTERPRETATION METHOD FOR DOWNHOLE SEISMIC METHOD | 1 | |
| 1283 | Sei-Hyun LEE, Yun-Wook CHOO , Jun-Ung YOUN and Dong-Soo KIM | DETERMINATIONS OF P, S-WAVE VELOCITIES AND PORE WATER PRESSURE BUILDUP WITH B-VALUE FOR NEARLY SATURATED SANDS | 3 | |
| 1284 | Ralph J. ARCHULETA, Jan SCHMEDES and Pengcheng LIU | EFFECTS OF CORRELATION OF SOURCE PARAMETERS ON GROUND MOTION ESTIMATES | 2 | |
| 1286 | ANBAZHAGAN P., SITHARAM T.G and DIVYA C. | SITE RESPONSE ANALYSES BASED ON SITE SPECIFIC SOIL PROPERTIES USING GEOTECHNICAL AND GEOPHYSICAL TESTS: CORRELATIONS BETWEEN GMAX AND N60 | 2 | |
| 1288 | Noritaka ARAMAKI, Takumi OKABAYASHI and Masayuki HYODO | LIQUEFACTION CHARACTERISTICS OF CRUSHABLE VOLCANIC SOIL “SHIRASU” | 3 | |
| 1289 | Toshiyuki KAMATA, Yoshimichi TSUKAMOTO, Fumio TATSUOKA and Kenji ISHIHARA | POSSIBILITY OF UNDRAINED FLOW IN SUCTION-DEVELOPED UNSATURATED SANDY SOILS IN TRIAXIAL TESTS | 1 | |
| 1297 | Nourredine MEZOUER, Akila MESSAOUDI and Chikahiro MINOWA | NUMERICAL AND EXPERIMENTAL ASSESSMENT OF LIQUEFACTION AND FOUNDATION UPLIFTING | 11 | |
| 1298 | Linda ALATIK and Nicholas SITAR | DYNAMIC CENTRIFUGE STUDY OF SEISMICALLY INDUCED LATERAL EARTH PRESSURES | 9 | |
| 1299 | Young-Jin MOK and Chul-Soo PARK | IN-HOLE SEISMIC METHOD FOR DYNAMIC STIFFNESS MEASUREMENTS OF GEOMATERIALS | 3 | |
| 1300 | Kazue WAKAMATSU | DEVELOPMENT OF GIS DATABASE FOR HISTORIC LIQUEFACTION SITES IN JAPAN | 11 | |
| 1302 | Evangelos C. GEORGOPOULOS, Yiannis TSOMPANAKIS, Nikos D. LAGAROS and Prodromos N. PSARROPOULOS | EVALUATING THE SEISMIC RESPONSE OF EMBANKMENTS VIA NN-BASED METAMODELS | 8 | |
| 1303 | Jaime BOJORQUE, Guido DE ROECK and Jan MAERTENS | OPTIMIZATION OF SENSOR LOCATION BY STATIC AND DYNAMIC SLOPE STABILITY ANALYSIS | 8 | |
| 1304 | Mohamed OMAR and Toshiro HAYASHIKAWA | SOIL STRUCTURE INTERACTION EFFECTS ON SEISMIC DESIGN OF BASE-CONNECTION FOR CABLE-STAYED BRIDGE TOWERS | 10 | |
| 1305 | Behrouz GATMIRI, Alireza MIRLATIFI and Alireza ALEMZADEH | LIQUEFACTION HAZARD ASSESSMENT AND GIS-BASED ZONING OF SOUTH-EAST REGION OF IRAN | 11 | |
| 1307 | Yoshiya HATA, Norihiko YAMASHITA, Takashi TSUCHIDA and Seiji KANO | A STUDY ON THE APPLIFICABILITY OF THE MODIFIED NEWMARK METHOD | 8 | |
| 1308 | Stephane GRANGE, Panagiotis KOTRONIS and Jacky MAZARS | A 3D MACRO ELEMENT FOR SOIL STRUCTURE INTERACTION | 6 | |
| 1309 | Serap CILIZ, M. Yener OZKAN and K. Onder CETIN | EFFECT OF BASIN EDGE SLOPE ON THE DYNAMIC RESPONSE OF SOIL DEPOSITS | 4 | |
| 1310 | Evangelos C. GEORGOPOULOS, Yiannis TSOMPANAKIS, Nikos D. LAGAROS and Prodromos N. PSARROPOULOS | PROBABILISTIC ANALYSIS OF EMBANKMENTS USING MONTE CARLO SIMULATION | 8 | |
| 1311 | Juliane BUCHHEISTER and Jan LAUE | THE INFLUENCE OF DIFFERENT STRESS STATES ON SOIL LIQUEFACTION UNDER A BUILDING | 11 | |
| 1312 | Sanjib SINGHA and Ashim Kanti DEY | STUDY ON SOFT CLAY DAMPERS | 6 | |
| 1313 | Gholamreza SOBHANINEJAD, Assadollah NOORZAD and Anooshirvan ANSARI | GENETIC ALGORITHM (GA): A NEW APPROACH IN ESTIMATING STRONG GROUND MOTION ATTENUATION RELATIONS | 4 | |
| 1314 | Hamed MAHMOODZADEH, Majid MORADI and Abbas GHALANDARZADEH | THE EFFECT OF THE CHEMICAL GROUTING ON LIQUEFACTION POTENTIAL OF FINE SAND | 11 | |
| 1315 | L.GOVINDARAJU and T.G.SITHARAM | EFFECT OF LOADING FREQUENCY ON CYCLIC BEHAVIOUR OF SOILS | 1 | |
| 1317 | Stanislav LENART | MODELING OF CYCLIC MOBILITY – AN ENERGY APPROACH | 11 | |
| 1318 | Stanislav LENART and Gregor VILHAR | DYNAMIC AND STATIC LIQUEFACTION POTENTIAL OF A SILTY SAND FROM BOSTANJ, SLOVENIA | 3 | |
| 1319 | Agathoklis GIARALIS and Pol D. SPANOS | A STOCHASTIC APPROACH TO SYNTHESIZING RESPONSE SPECTRUM COMPATIBLE SEISMIC ACCELEROGRAMS | 2 | |
| 1320 | Michael RIEMER and Diego COBOS-ROA | IN SITU MEASUREMENT OF DYNAMIC PROPERTIES USING THE DOWNHOLE FREESTANDING SHEAR DEVICE | 3 | |
| 1321 | Dharma WIJEWICKREME and Maria V. SANIN | EFFECT OF PLASTICITY ON THE LABORATORY CYCLIC SHEAR RESPONSE OF FINE-GRAINED SOILS | 1 | |
| 1322 | Scott M. OLSON and Benjamin B. MATTSON | EFFECTS OF MODE OF SHEAR ON YIELD SHEAR STRENGTH OF CONTRACTIVE SANDY SOILS | 11 | |
| 1323 | Nima TAFAZZOLI and Mohammad Hassan BAZIAR | EVALUATION OF BASIN EFFECT ON GROUND MOTION | 4 | |
| 1324 | Laura M. SPENCER, Glenn J. RIX and Patricia M. GALLAGHER | DYNAMIC PROPERTIES OF COLLOIDAL SILICA GEL AND SAND MIXTURES | 1 | |
| 1325 | Hany EL NAGGAR and M. Hesham EL NAGGAR | SIMPLIFIED APPROXIMATE APPROACH TO GROUP EFFECT IN PILE DYNAMICS | 5 | |
| 1326 | Hany EL NAGGAR, Sean HINCHBERGER and M. Hesham EL NAGGAR | APPROXIMATE EVALUATION OF NONLINEAR EFFECTS ON SEISMICALLY INDUCED IN-PLANE STRESSES IN TUNNEL LININGS | 12 | |
| 1328 | G. Rodolfo SARAGONI and Sergio RUIZ | EXPERIMENTAL MEASUREMENTS OF SOIL DYNAMIC RESPONSE USING ACCELEROGRAMS OF LARGE EARTHQUAKES | 3 | |
| 1329 | Petros CHRISTOU, Mike McVAY and Marc HOIT | THE CONTRIBUTION OF SKIN FRICTION TO THE LATERAL RESISTANCE OF THE SOIL ON PILES/SHAFTS | 5 | |
| 1330 | Abouzar SADREKARIMI and Scott M. OLSON | DEVELOPMENT OF AN IMPROVED RING SHEAR DEVICE TO MEASURE LIQUEFIED SHEAR STRENGTH OF SANDY SOILS | 1 | |
| 1332 | Masanori IIBA, Kenji MIURA, Yoshitaka UMEMURA, and Osamu KURIMOTO | EVALUATION OF SEISMIC RESPONSE OF BUILDING WITH SIMPLIFIED ESTIMATION OF SPRING AND DASHPOT AT BASE | 6 | |
| 1333 | Jiewu MENG and Steve C. JAUME | FUNDAMENTAL RESONANCE FREQUENCIES IN A REGION WITH GRADUALLY “VARYING” SEDIMENT THICKNESS | 2 | |
| 1335 | Satoshi NISHIMOTO, Takaaki IKEDA, Noboru KAMIAKITO and Shigeru MIWA | INVESTIGATION ON SEISMIC BEHAVIOR OF A ROAD EMBANKMENT ON SOFT GROUND BASED ON EARTHQUAKE OBSERVATION RECORDS | 8 | |
| 1336 | D.W. CHANG, B.S. LIN and S.H. CHENG | DYNAMIC PILE BEHAVIORS AFFECTED BY LIQUEFACTION FROM EQWEAP ANALYSIS | 7 | |
| 1338 | Chang-Guk SUN, Choong-Ki CHUNG, Dong-Soo KIM and Sun-Jae LEE | VERSATILE APPLICATIONS OF A GEOTECHNICAL INFORMATION SYSTEM FOR ESTIMATING SITE EFFECTS AT GYEONGJU IN KOREA | 2 | |
| 1339 | Tzou-Shin UENG, Chia-Han CHEN and Cheng-Fu TSOU | PREPARATION OF A LARGE MAILIAO SILTY SAND SPECIMEN FOR SHAKING TABLE TEST | 1 | |
| 1340 | Jin Tae HAN, Sung Ryul KIM, Jae Ik HWANG and Myoung Mo KIM | EVALUATION OF THE DYNAMIC CHARACTERISTICS OF SOIL-PILE SYSTEM IN LIQUEFIABLE GROUND BY SHAKING TABLE TESTS | 7 | |
| 1341 | Jorge MENESES, Masayoshi SATO and Akio ABE | A 3-D VISUALIZATION SYSTEM FOR LARGE-SCALE EXPERIMENTAL GEOTECHNICAL EARTHQUAKE DATABASES | 1 | |
| 1343 | CHANDRADHARA, G. P., PRASAD, S. K. and REVANASIDDAPPA. K. | DENSE ZONE IN SUBSOIL OF EMBANKMENT AS A COUNTER MEASURE AGAINST EARTHQUAKE | 8 | |
| 1346 | S.I. KIM, K.B. PARK, S.Y. PARK, B.K. KIM, and I.J. PARK | AN ENERGY BASED EXCESS PORE PRESSURE GENERATION MODEL UNDER EARTHQUAKE LOADING | 11 | |
| 1347 | Giovanna VESSIA, Claudio CHERUBINI, Maurizio FERRINI and Vincenzo DAPRILE | AMPLIFICATION FACTORS TO MEASURE LOCAL SEISMIC EFFECTS IN URBAN AREAS | 2 | |
| 1348 | Dirk HOLLNACK, Michael SPRANGER, Alexander ALLMANN, and Anselm SMOLKA | MODELLING VULNERABILITY IN EARTHQUAKE RISK MODELS: AN INSURANCE PERSPECTIVE | 10 | |
| 1349 | Cristian ARION, Masahito TAMURA, Elena CALARASU, and Cristian NEAGU | GEOTECHNICAL IN SITU INVESTIGATION USED FOR SEISMIC DESIGN OF BUILDINGS | 6 | |
| 1351 | Cevat ALIM, Havvanur KILIC, Kutay OZAYDIN, Pelin TOHUMCU OZENER and Mustafa YILDIRIM | COMPARISON OF ONE AND TWO DIMENSIONAL SITE RESPONSE ANALYSIS RESULTS FOR KUCUKCEKMECE REGION IN ISTANBUL | 4 | |
| 1352 | Hyung-Choon PARK, Dong-Soo KIM, Eun-Seok BANG, Jong-Tae KIM | SEISMIC SITE CHARACTERIZATION USING HWAW(HARMONIC WAVELET ANALYSIS OF WAVES) METHOD | 3 | |
| 1354 | Gokce Cicek INCE, Kutay OZAYDIN, Mustafa YILDIRIM, and Pelin TOHUMCU OZENER | SEISMIC MICROZONATION OF HISTORICAL PENINSULA (ISTANBUL) WITH RESPECT TO LIQUEFACTION SUSCEPTIBILITY | 11 | |
| 1355 | Ghazi HASSEN, Patrick de BUHAN, and Alain PECKER | A NUMERICAL TOOL FOR THE DESIGN OF SLOPE STABILIZATION SYSTEMS USING RIGID INCLUSIONS | 8 | |
| 1357 | Ertugrul ORDU, Bahri OZDEMIR, and M. Tugrul OZKAN | EVALUATION OF DIFFERENT LEVELS OF EXCITATION ON KINEMATIC INTERACTION | 5 | |
| 1359 | Robert PYKE, Joseph LAIRD, and John NORTH | EVALUATION OF UNCERTAINTIES IN DYNAMIC PROPERTIES | 3 | |
| 1361 | Shehata E. ABDEL RAHEEM and Toshiro HAYASHIKAWA | SEISMIC PROTECTION OF CABLE-STAYED BRIDGES UNDER MULTIPLE-SUPPORT EXCITATIONS | 10 | |
| 1362 | Tetsuo TOBITA and Susumu IAI | FAILURE MECHANISM OF AN EMBANKMENT RESTING ON LIQUEFIABLE GROUND | 11 | |
| 1365 | Dimitrios EGGLEZOS | EMPIRICAL RELATIONS FOR EARTHQUAKE PORE PRESSURE BUILD-UP IN GRAVEL | 11 | |
| 1366 | Dimitrios EGGLEZOS | SIMPLIFIED PREDICTION FOR EARTHQUAKE INDUCED SETTLEMENTS OF GRANULAR SOILS | 11 | |
| 1367 | Mojtaba MIRJALILI, Majid MORADI, and Abbas GHALANDARZADEH | EFFICIENCY OF CEMENT GROUTING ON THE TRIAXIAL RESPONSE OF BLOCK-SAMPLED LIQUEFIABLE SAND | 11 | |
| 1369 | Qingxia YUE and Jie LI | SEISMIC ANALYSIS OF UTILITY TUNNEL CONSIDERING WAVE PASSAGE EFFECT | 12 | |
| 1370 | PRASAD S.K. and CHANDRADHARA G.P. | EARTHQUAKE DAMAGES TO EMBANKMENTS IN ANDAMAN ISLANDS IN INDIA | 8 | |
| 1371 | J. YANG and W.H. LUNG | SEISMIC DESIGN OF RETAINING WALLS CONSIDERING VERTICAL GROUND ACCELERATION | 9 | |
| 1381 | Nozomu YOSHIDA, Sumio SAWADA and Susumu NAKAMURA | ENGINEERING SEISMIC BASE LAYER FOR DEFINING DESIGN EARTHQUAKE MOTION | 3 | |
| 1382 | Ryosuke UZUOKA, Yuko SHIMIZU, Akiyoshi KAMURA, Noriaki SENTO, and Motoki KAZAMA | A UNIFIED PREDICTION FOR LIQUEFACTION AND SETTLEMENT OF SATURATED SANDY GROUND | 11 | |
| 1384 | W.F. LEE, S.S. LIN and J.W. CHEN | SEISMIC PERFORMANCE ANALYSES OF GEOSYNTHETIC REINFORCED SLOPES | 8 | |
| 1385 | Misko CUBRINOVSKI and Kenji ISHIHARA | SIMPLIFIED ANALYSIS OF PILES SUBJECTED TO LATERAL SPREADING: PARAMETERS AND UNCERTAINTIES | 7 | |
| 1386 | Giovanna LAURENZANO, Enrico PRIOLO, Maria Rosaria GALLIPOLI, Marco MUCCIARELLI and Felice C. PONZO | EFFECT OF VIBRATING BUILDINGS ON “FREE-FIELD” GROUND MOTION: THE BONEFRO (ITALY) CASE HISTORY | 6 | |
| 1387 | Charisis T. CHATZIGOGOS, Alain PECKER and Jean SALENCON | A MACRO-ELEMENT FOR DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSES OF SHALLOW FOUNDATIONS | 5 | |
| 1388 | Rocco DI TOMMASO, Maria Rosaria GALLIPOLI, Marco MUCCIARELLI and Felice Carlo PONZO | EFFECT OF VIBRATING BUILDINGS ON “FREE-FIELD” GROUND MOTION: FROM THE BAGNOLI EXPERIMENT TO MANY-BUILDINGS SIMULATION | 6 | |
| 1391 | George DIDASKALOU | LIQUEFACTION POTENTIAL – EVALUATION WITH CPTS AND DMTS TWO CASE STUDIES IN KALOHORI THESSALONIKI CREECE | 11 | |
| 1393 | Panos DAKOULAS, George KALYVAS and Polynikis VAZOURAS | EFFECT OF A LIQUEFIABLE SOIL LAYER ON SOIL-STRUCTURE INTERACTION AND BUILDING DAMAGE | 7 | |
| 1395 | Shunichi KATAOKA | ESTIMATION FOR S-WAVE VELOCITY PROFILE USING RAYLEIGH WAVE INDUCED BY THE STANDARD PENETRATION TEST | 3 | |
| 1396 | Murat TONAROGLU, Kutay OZAYDIN and Umit DIKMEN | LIQUEFACTION ANALYSIS OF SILT INTERLAYERED SANDS BY MEANS OF A NUMERICAL METHOD | 11 | |
| 1398 | Ioannis N. PSYCHARIS | PARAMETRIC INVESTIGATION OF THE ROCKING OF FOOTINGS UNDER HARMONIC EXCITATION | 5 | |
| 1399 | Francesco CASTELLI, and Michele MAUGERI | A PSEUDO-STATIC ANALYSIS FOR THE EVALUATION OF THE LATERAL BEHAVIOR OF PILE GROUPS | 5 | |
| 1400 | Marios APOSTOLOU, Luc THOREL, George GAZETAS, Jacques GARNIER, and Gerard RAULT | PHYSICAL AND NUMERICAL MODELLING OF SOIL-FOOTING-STRUCTURE UNDER LATERAL CYCLIC LOADING | 6 | |
| 1406 | Esteban SAEZ, Fernando LOPEZ-CABALLERO, and Arezou MODARESSI | NON-LINEAR SSI EFFECTS ON THE SEISMIC PERFORMANCE EVALUATION | 6 | |
| 1409 | Giuseppe DI CAPUA, Massimo COMPAGNONI, Emanuela CURTI, Alberto LEMME, Silvia PEPPOLONI, Floriana PERGALANI, and Stefano PODESTA | CORRELATION BETWEEN LOCAL AMPLIFICATION EFFECTS AND DAMAGE MECHANISMS FOR MONUMENTAL BUILDINGS | 10 | |
| 1410 | Donat FAH, Nikos THEODULIDIS, and Alexandros SAVVAIDIS | INVERSION OF LOCAL S-WAVE VELOCITY STRUCTURE FROM AVERAGE H/V RATIOS AND COMPARISON WITH CROSS-HOLE MEASUREMENTS | 3 | |
| 1411 | H. Tolga BILGE and K. Onder CETIN | PROBABILISTIC MODELS FOR THE ASSESSMENT OF CYCLIC SOIL STRAINING IN FINE-GRAINED SOILS | 1 | |
| 1412 | Berna UNUTMAZ and K. Onder CETIN | EFFECTS OF SOIL-STRUCTURE-EARTHQUAKE-INTERACTION ON SEISMIC SOIL LIQUEFACTION TRIGGERING | 7 | |
| 1414 | Anthi PAPADOPOULOU and Theodora TIKA | THE EFFECT OF NON-PLASTIC FINES ON THE LIQUEFACTION RESISTANCE OF SANDS | 1 | |
| 1416 | Ivo OPRSAL and Donat FAH | 1D VS 3D STRONG GROUND MOTION HYBRID MODELLING OF SITE, AND PRONOUNCED TOPOGRAPHY EFFECTS AT AUGUSTA RAURICA, SWITZERLAND - EARTHQUAKES OR BATTLES? | 4 | |
| 1418 | Mojtaba MIRJALILI, Amir M. NIKEFTEKHARI and Sarang SEYRAFIAN | PRESENTATION OF A NEW GROUTING TECHNIQUE FOR LIQUEFACTION MITIGATION IN LITTORAL AREAS | 11 | |
| 1419 | Giovanny ALVARADO, Matthew R. COOP | INFLUENCE OF STRESS LEVEL IN BENDER ELEMENT PERFORMANCE FOR TRIAXIAL TESTS | 1 | |
| 1421 | A.Halim KARASIN and Polat GULKAN | FINITE GRID SOLUTION FOR NON-RECTANGULAR PLATES | 10 | |
| 1423 | S. Ali RAZAVI, Ali FAKHER, S. Rasoul MIRGHADERI | AN INSIGHT INTO THE BAD REPUTATION OF BATTER PILES IN SEISMIC PERFORMANCE OF WHARVES | 9 | |
| 1424 | Giovanni BIONDI, Giuseppe DI FILIPPO, and Michele MAUGERI | EFFECT OF EARTHQUAKE INDUCED PORE-WATER PRESSURE IN CLAY SLOPES | 8 | |
| 1425 | Victor ROCABADO, Michael SCHMITZ, Javier SANCHEZ and Carlos REINOZA | GEOPHYSICAL STUDIES IN BARQUISIMETO METROPOLITAN AREA, VENEZUELA, AS CONTRIBUTION TO A SEISMIC MICROZONING STUDY | 3 | |
| 1427 | Jose DARROZES, Jean-Claude SOULA, Jacques INGLES and Rodrigo RIQUELME | FROM PALEO TO POSSIBLE PRESENT-DAY LARGE-SCALE LANDSLIDE. A GENERALIZED NEWMARK APPROACH OF THE TARAPACA LANDSLIDE (NORTHERN CHILE) | 8 | |
| 1432 | Barnali GHOSH, Navin PEIRIS, and Zygmunt LUBKOWSKI | ASSESSMENT OF SEISMIC RISK FOR THE DESIGN OF OFFSHORE STRUCTURES IN LIQUEFIABLE SOIL | 7 | |
| 1434 | Simone BARANI, Roberto DE FERRARI, Gabriele FERRETTI, and Daniele SPALLAROSSA | SEISMIC LANDSLIDE HAZARD ANALYSIS FOR THE GENOA DISTRICT, LIGURIA - ITALY | 8 | |
| 1437 | Jane JERRAM, Pierre FORAY and Etienne FLAVIGNY | LIQUEFACTION SUSCEPTIBILITY OF SILTY SAND LAYERS IN THE GRENOBLE BASIN: INVESTIGATION BY IN SITU TESTING AND NUMERICAL SIMULATION | 11 | |
| 1438 | Sandra ESCOFFIER, Nawel CHENAF, Jean-Louis CHAZELAS, and Jacques GARNIER | EFFECT OF INCLINED PILES ON THE DYNAMIC PERFORMANCES OF AN END-BEARING PILE GROUP | 5 | |
| 1440 | Predrag KVASNICKA, Sonja ZLATOVIC, Leo MATESIC, and Antun SZAVITS-NOSSAN | A SIMPLE SOLUTION FOR TRIAXIAL APPARATUSES WITH RODS OUTSIDE THE CELL | 1 | |
| 1441 | C. PAPATHEODOROU, N. KLIMIS, Pr. MOUTSOKAPAS, S. KOUTRAKIS and B. MARGARIS | GEOTECHNICAL EARTHQUAKE HAZARD ASSESSMENT BASED ON A GIS PLATFORM | 2 | |
| 1442 | Haydar ARSLAN and Bilge SIYAHI | EFFECT OF NONLINEARITY ON THE SITE RESPONSE ANALYSIS OF GEO-STRUCTURE | 2 | |
| 1443 | Konstantinos ANDRIANOPOULOS, Achilleas PAPADIMITRIOU, and George BOUCKOVALAS | USE OF A NEW BOUNDING SURFACE MODEL FOR THE ANALYSIS OF EARTHQUAKE-INDUCED LIQUEFACTION PHENOMENA | 11 | |
| 1445 | Dimitris PITILAKIS, Didier CLOUTEAU, and Arezou MODARESSI | THE ROLE OF THE AMPLITUDE AND FREQUENCY CONTENT OF THE INPUT GROUND MOTION ON THE ESTIMATION OF DYNAMIC IMPEDANCE FUNCTIONS | 5 | |
| 1446 | Isabel M. ALMEIDA, Paula TEVES-COSTA, Isabel LOPES and Claudia PINTO | ESTIMATION OF SITE EFFECTS MODELLING PARAMETERS USING A GEOTECHNICAL DATABASE | 3 | |
| 1450 | Mohammad Reza OKHOVAT, Nima TAFAZZOLI, Mohammad RAHIMIAN, Rasoul MIRGHADERI, and Siamak EPACKACHI | EVALUATION OF SITE EFFECT ON TMD’S PERFORMANCE FOR SEISMIC RESPONSE REDUCTION OF TEHRAN TOWER | 10 | |
| 1451 | Nima TAFAZZOLI, Mohammad Reza OKHOVAT, Mohammad RAHIMIAN, and Amir Kayvan GHORBANI-TANHA | EFFECT OF GROUND SURFACE IRREGULARITIES ON TMD’S PERFORMANCE FOR RESPONSE REDUCTION OF STRUCTURES | 10 | |
| 1452 | Man T. BUI | SUPPLEMENTATION TORSIONAL FORCED VIBRATION MODEL FOR FIXED-FREE RESONANT COLUMN TEST | 1 | |
| 1454 | Ronald D. ANDRUS, Nisha P. MOHANAN, Paramananthan PIRATHEEPAN, Brian S. ELLIS, and Thomas L. HOLZER | PREDICTING SHEAR-WAVE VELOCITY FROM CONE PENETRATION RESISTANCE | 3 | |
| 1457 | Tahmeed M. AL-HUSSAINI, Mohammad K. TALUKDER, Shantanu CHOWDHURY, Debanand SAHA and Moshraful B. CHOWDHURY | SITE CLASSIFICATION AND SEISMIC RESPONSE OF DHAKA CITY SOILS | 2 | |
| 1458 | Sivapalan GAJAN and Bruce KUTTER | A CONTACT INTERFACE MODEL FOR NONLINEAR CYCLIC MOMENT-ROTATION BEHAVIOR OF SHALLOW FOUNDATIONS | 5 | |
| 1460 | Jonathan BRAY and Christian LEDEZMA | EVALUATING SEISMIC DISPLACEMENTS AND DAMAGE FOR PILE FOUNDATIONS UNDERGOING LIQUEFACTION-INDUCED LATERAL SPREADING | 7 | |
| 1461 | Dennis R. HILTUNEN, Patrick W. DUNN, and Ulas TOROS | CONE MODEL PREDICTIONS OF DYNAMIC IMPEDANCE FUNCTIONS OF SHALLOW FOUNDATIONS | 5 | |
| 1462 | Ramon VERDUGO and Cesar PASTEN | OBSERVATION OF SEISMIC AMPLIFICATION ON SUBDUCTIVE ENVIRONMENT | 2 | |
| 1465 | Ahmet PAMUK and Thomas F. ZIMMIE | BEHAVIOR OF FLOATING PILES IN LIQUEFIABLE SOILS | 7 | |
| 1471 | Yueying BIAN, Tara C. HUTCHINSON, Dan WILSON, Debra LAEFER, and Scott BRANDENBERG | EXPERIMENTAL INVESTIGATION OF GROUTED HELICAL PIERS FOR USE IN FOUNDATION REHABILITATION | 5 | |
| 1472 | Mine B. DEMIRCIOGLU, Karin SESETYAN, Eser DURUKAL, and Mustafa .ERDIK | ASSESSMENT OF EARTHQUAKE HAZARD IN TURKEY | 2 | |
| 1473 | Christos VRETTOS, Basil KOLIAS, Telemachos PANAGIOTAKOS, and Thomas RICHTER | SEISMIC RESPONSE ANALYSIS OF AN IMMERSED TUNNEL USING IMPOSED DEFORMATIONS | 12 | |
| 1475 | Ehsan SEYEDI HOSSEININIA, Mehdi JALILI | COMPARISON OF LIQUEFACTION ASSESSMENT RESULTS USING SPT AND CPTU DATA | 11 | |
| 1476 | Prodromos N. PSARROPOULOS and George GAZETAS | EFFECTS OF SOIL NONLINEARITY ON THE GEOMORPHIC AGGRAVATION OF GROUND MOTION IN ALLUVIAL VALLEYS | 4 | |
| 1477 | Prodromos N. PSARROPOULOS and Roberto PAOLUCCI | SEISMIC BEHAVIOUR OF FLEXIBLE RETAINING STRUCTURES: NUMERICAL MODELLING VS. SIMPLIFIED APPROACHES | 9 | |
| 1479 | Yasushi SASAKI and Kei-ichi TAMURA | FAILURE MODE OF EMBANKMENTS DUE TO RECENT EARTHQUAKES IN JAPAN | 8 | |
| 1480 | Andrew BRENNAN, Matthieu ROBY, Fraser BRANSBY, and Shuichi NAGAOKA | FAULT RUPTURE MODIFICATION BY BLOCKY INCLUSIONS | 5 | |
| 1481 | Guillaume VEYLON and David CRIADO | PERFORMANCE-BASED SEISMIC RETROFIT OF RETAINING WALLS | 9 | |
| 1484 | Jose A. UGALDE, Bruce L. KUTTER, Boris JEREMIC, Sivapalan GAJAN | CENTRIFUGE MODELLING OF ROCKING BEHAVIOUR OF BRIDGES ON SHALLOW FOUNDATIONS | 5 | |
| 1486 | Christine A. GOULET, Jonathan P. STEWART, Paolo BAZZURRO, and Edward. H. FIELD | INTEGRATION OF SITE-SPECIFIC GROUND RESPONSE ANALYSIS RESULTS INTO PROBABILISTIC SEISMIC HAZARD ANALYSES | 2 | |
| 1488 | Selim ALTUN, Volkan OKUR, A. Burak GOKTEPE, and Atilla ANSAL | COMPARISON OF DYNAMIC PROPERTIES OF CLAYS OBTAINED BY DIFFERENT TEST METHODS | 1 | |
| 1489 | Jaehun AHN, Giovanna BISCONTIN, and Jose ROESSET | DETERMINATION OF AVERAGE DYNAMIC PROPERTIES FOR VERTICALLY EXCITED SURFACE FOUNDATION: NUMERICAL STUDY | 5 | |
| 1490 | Daniel B. CHU, Jonathan P. STEWART, P.S. LIN, and R.W. BOULANGER | CYCLIC SOFTENING OF LOW-PLASTICITY CLAY AND ITS EFFECT ON SEISMIC FOUNDATION PERFORMANCE | 6 | |
| 1491 | Filippo SANTUCCI DE MAGISTRIS, and Lorenza EVANGELISTA | SIMPLIFIED ASSESSMENT OF THE LIQUEFACTION Susceptibility FOR THE CITY OF NAPLES, ITALY | 11 | |
| 1492 | Filippo SANTUCCI DE MAGISTRIS, Antonio GRASSO, Lorenza EVANGELISTA, Angelina PARLATO, and Ciro VISONE | MECHANICAL BEHAVIOUR OF A POZZOLANA SOIL UNDER CYCLIC LOADINGS | 1 | |
| 1494 | Ali Firat CABALAR | THE SEISMICITY OF GAZIANTEP, TURKEY | 2 | |
| 1495 | Aliakbar HAJIMOHAMMADI, Abbas GHALANDARZADEH, Akbar CHESHOMI, and Seyedmahdi KAZEMINEJAD | DETERMINATION OF SHEAR MODULUS (G0) OF A CALCAREOUS SOIL BY MEANS OF SCPTU AND RESONANT COLUMN TESTS | 3 | |
| 1497 | Barbara CHANG, Prishati RAYCHOWDHURY, Tara HUTCHINSON, Jeremy THOMAS, Sivapalan GAJAN, and Bruce KUTTER | EVALUATION OF THE SEISMIC PERFORMANCE OF COMBINED FRAME-WALL-FOUNDATION STRUCTURAL SYSTEMS THROUGH CENTRIFUGE TESTING | 6 | |
| 1499 | Melanie WALLING and Norman ABRAHAMSON | SPATIAL COHERENCY OF GROUND MOTIONS FOR EMBEDDED STRUCTURES | 12 | |
| 1500 | Leonardo RAMIREZ-GUZMAN, Moises CONTRERAS, Jacobo BIELAK and Jorge AGUIRRE | THREE-DIMENSIONAL SIMULATION OF LONG-PERIOD (>1.5 SEC) EARTHQUAKE GROUND MOTION IN THE VALLEY OF MEXICO:BASIN EFFECTS | 4 | |
| 1501 | H. NOURI and A. FAKHER | THE EFFECT OF EARTHQUAKE ON THE SEISMIC STABILITY OF REINFORCED SLOPES USING HORIZONTAL SLICE METHOD | 8 | |
| 1503 | Boominathan ADIMOOLAM, Raghudeep BETHAPUDI and Uma Maheswari RAJU | SIMULATION OF STRONG GROUND MOTION AND RESPONSE OF THE HADDO WHARF SITE AT PORT BLAIR DUE TO SUMATRA EARTHQUAKE | 4 | |
| 1504 | Tsutomu SASATANI, Takahiro MAEDA, Nobuo TAKAI, Goro MIWADA, Gaku SHIMIZU, Akio YAMAMOTO, and Shinako NOGUCHI | SOURCE, PATH AND SITE EFFECTS ON STRONG GROUND MOTIONS FROM THE 2003 TOKACHI-OKI EARTHQUAKE SEQUENCE | 4 | |
| 1506 | Hadi BAHADORI, Abbas GHALANDARZADEH, Alireza AHMADI, and Mohamad ABADI | EFFECT OF SILT CONTENT ON THE UNDRAINED ANISOTROPIC BEHAVIOUR OF SAND IN CYCLIC LOADING | 1 | |
| 1508 | Ali NOORZAD, Mehran F. KARIMPOUR, Yaser M. JAFARIAN, and Keivan ROKNEDDIN | MITIGATION OF EARTHQUAKE INDUCED LIQUEFACTION HAZARDS, A CASE STUDY: BANDAR ABBAS DRY DOCK PROJECT | 11 | |
| 1517 | Mikhail L. KHOLMYANSKY | SINGLE-DEGREE-OF-FREEDOM SYSTEM WITH RANDOM STIFFNESS UNDER RANDOM KINEMATIC EXCITATION | 4 | |
| 1518 | Yasuo TANAKA, Takashi FUJII and Shinichiro SAKAGUCHI | LIQUEFACTION STRENGTH OF COARSE WELL GRADED FILL UNDER TORSIONAL SIMPLE SHEAR | 1 | |
| 1519 | Yasuo TANAKA, Yoshihiro MIZOGUCHI, Tsuyoshi ASADA, Tadaaki NOMURA, Shoji HIGASHI, Masashi JIBU, and Jiro IWAMOTO | GROUP INSTALLATION OF PLASTIC BOARD DRAINS AT EMBANKMENT TOES FOR LIQUEFACTION AND LATERAL FLOW COUNTERMEASURES | 11 | |
| 1520 | Merrick TAYLOR, Stavroula KONTOE, and Sarada SARMA | A REVIEW OF PERFORMANCE BASED DESIGN PROCEDURES FOR GRAVITY RETAINING STRUCTURES UNDER SEISMIC LOADING | 9 | |
| 1521 | Alexandru ALDEA, Toshihide KASHIMA, Izuru OKAWA, Natalia POIATA, Shin KOYAMA, and Sorin DEMETRIU | FREE-FIELD AND BOREHOLE STRONG MOTION ARRAY IN BUCHAREST, ROMANIA | 4 | |
| 1522 | Hiroaki YAMANAKA, Alexandru ALDEA, Sunichi FUKUMOTO, Natalia POIATA, and Emil ALBOTA | RESULTS FROM SINGLE-STATION AND ARRAY MICROTREMOR MEASUREMENTS IN BUCHAREST, ROMANIA | 2 | |
| 1523 | Alexandru ALDEA, Masanori IIBA, Sorin DEMETRIU, and Toshihide KASHIMA | EVIDENCE OF SOIL-STRUCTURE INTERACTION FROM EARTHQUAKE RECORDS AT A HIGH-RISE BUILDING SITE IN BUCHAREST | 6 | |
| 1524 | Christos PAPAIOANNOU | A PRELIMINARY STUDY FOR THE DISTANCE DEPENDENCE OF THE SPECTRAL DECAY PARAMETER K FOR THE EUROSEISRISK STRONG MOTION ARRAY | 4 | |
| 1525 | Dimitrios ZEKKOS, Jonathan D. BRAY, George A. ATHANASOPOULOS, Michael F. RIEMER, Edward KAVAZANJIAN Jr., Polyxeni A. FOUNTA, and Athena F. GRIZI | COMPOSITIONAL AND LOADING RATE EFFECTS ON THE SHEAR STRENGTH OF MUNICIPAL SOLID WASTE | 1 | |
| 1526 | Susumuu NAKAMURA and Konstantin MESKOURIS | EFFECT OF MODELING INHOMOGENITY OF SOIL STRENGTH AND FAILURE MECHANISM ON THE FAILURE PROBABILITY OF EMBANKMENT | 8 | |
| 1527 | Hiroko SUZUKI and Kohji TOKIMATSU | HORIZONTAL LOAD DISTRIBUTION WITHIN PILE GROUP IN LIQUEFIED GROUND | 7 | |
| 1528 | Shigeru MIWA, Omer AYDAN, Hiroyuki KODAMA, Junji KIYONO, Ichiro ENDO, Tomoji SUZUKI and Masanori HAMADA | 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 | 10 | |
| 1529 | Kohji TOKIMATSU, Hiroko SUZUKI, Kentaro TABATA, and Masayoshi SATO | THREE-DIMENSIONAL SHAKING TABLE TESTS ON SOIL-PILE-STRUCTURE MODELS USING E-DEFENSE FACILITY | 7 | |
| 1531 | Kohji TOKIMATSU and Toru SEKIGUCHI | EFFECTS OF DYNAMIC PROPERTIES OF PEAT ON STRONG GROUND MOTIONS DURING 2004 MID NIIGATA PREFECTURE EARTHQUAKE | 2 | |
| 1533 | Susumu YASUDA and Chiaki ISHII | MODEL TESTS TO DEMONSTRATE THE EFFECTIVENESS OF A NAILING METHOD ON THE STABILITY OF NATURAL SLOPES DURING EARTHQUAKES | 8 | |
| 1534 | Susumu YASUDA and Masatada SHIMIZU | ANALYSES FOR LIQUEFACTION-INDUCED GROUND FLOW DURING THE 2005 FUKUOKAKENSEIHO-OKI EARTHQUAKE | 7 | |
| 1535 | Morteza ZAHEDI, Gholamreza GHODRATI AMIRI, and Masoud AKBARZADEH | CHARACTERISTICS OF VERTICAL SPECTRUM IN NEAR-FIELD REGION AND INVESTIGATION OF ITS EFFECTS ON THE DYNAMIC RESPONSE OF BRIDGES | 10 | |
| 1536 | Man T. BUI, C.R.I. CLAYTON, Jeffrey A. PRIEST | EFFECTS OF PARTICLE SHAPE ON GMAX OF GEOMATERIALS | 1 | |
| 1538 | Arben PITARKA and Nancy COLLINS | VARIATION OF RECORDED AND SIMULATED NEAR-FAULT GROUND MOTION FROM THE 2004 PARKFIELD, CALIFORNIA EARTHQUAKE | 2 | |
| 1541 | Hoe I. LING, Dov LESHCHINSKY, and Yoshiyuki MOHRI | BEHAVIOR OF A LARGE-SCALE MODULAR-BLOCK REINFORCED SOIL RETAINING WALL SUBJECT TO KOBE EARTHQUAKE SHAKING | 9 | |
| 1542 | Marawan M. SHAHIEN | NEW PROCEDURE TO ESTIMATE LIQUEFACTION RESISTANCE FROM PENETRATION RESISTANCE USING FIELD RECORDS | 11 | |
| 1543 | Gokce TONUK and Atilla ANSAL | SITE RESPONSE NONLINEARITY BASED ON CASE STUDIES | 2 | |
| 1544 | Mahdi HABIBI, Akbar CHESHOMI, and Ali FAKHER | ADVANTAGES AND DISADVANTAGES OF USING SWEDISH WEIGHT SOUNDING FOR LIQUEFACTION ASSESSMENT | 1 | |
| 1545 | Louay KHALIL, Marwan SADEK, and Isam SHAHROUR | INFLUENCE OF THE SOIL-STRUCTURE INTERACTION (SSI) ON THE FUNDAMENTAL FREQUENCY OF STRUCTURES | 6 | |
| 1547 | Hanbing BIAN and Isam SHAHROUR | A NUMERICAL MODEL FOR DYNAMIC RESPONSE OF UNSATURATED SANDS | 4 | |
| 1548 | Achilleas PAPADIMITRIOU, Maria-Eleni MOUTSOPOULOU, George BOUCKOVALAS, and Andrew BRENNAN | NUMERICAL INVESTIGATION OF LIQUEFACTION MITIGATION USING GRAVEL DRAINS | 11 | |
| 1550 | Emilio BILOTTA, Giovanni LANZANO, Gianpiero RUSSO, Filippo SANTUCCI de MAGISTRIS, Vincenzo AIELLO, Enrico CONTE, Francesco SILVESTRI, and Michele VALENTINO | PSEUDOSTATIC AND DYNAMIC ANALYSES OF TUNNELS IN TRANSVERSAL AND LONGITUDINAL DIRECTIONS | 12 | |
| 1553 | S. Mohsen HAERI, Mohammad Reza SHAKERI, and Majid GHAYOOMI | DYNAMIC PROPERTIES OF A LIMY CEMENTED GRAVELY SAND | 1 | |
| 1554 | Frederic ROCHER-LACOSTE and Jean-Georges SIEFFERT | VIBRATIONS INDUCED BY VIBRATORY PILE-DRIVING | 5 | |
| 1555 | Jean-Georges SIEFFERT and Frederic ROCHER-LACOSTE | VIBRATORY PILE-DRIVING. ANALYSIS OF MEASURES AND COUNTERMEASURES WITH BRAXUUS | 7 | |
| 1556 | Ali KAVAND, Abbas GHALANDARZADEH | DETERMINATION OF SHEAR WAVE VELOCITY PROFILE OF SEDIMENTARY DEPOSITS IN BAM CITY (SOUTHEAST OF IRAN) USING ONE-POINT MICROTREMOR MEASUREMENTS | 3 | |
| 1557 | Diego LO PRESTI, Nunziante SQUEGLIA, Elena MENSI, Oronzo PALLARA | ASSESSMENT OF EC8 AND ITALIAN CODE PRESCRIPTIONS FOR SEISMIC ACTIONS | 10 | |
| 1559 | Daniel REBSTOCK, Holger WIENBROER, and Gerhard HUBER | NONLINEAR SOIL BEHAVIOUR UNDER STATIONARY AND TRANSIENT EXCITATION | 4 | |
| 1562 | Holger WIENBROER and Roberto O. CUDMANI | NUMERICAL INVESTIGATION OF A CATASTROPHIC LANDSLIDE DURING THE EL SALVADOR JANUARY 2001 EARTHQUAKE | 8 | |
| 1563 | Evangelia GARINI, George GAZETAS, and Ioannis ANASTASOPOULOS | RUPTURE-DIRECTIVITY AND FLING-STEP EFFECTS ON NEWMARK BLOCK SLIDING | 8 | |
| 1564 | Vasileios DROSOS, Nikos GEROLYMOS, and George GAZETAS | CALIBRATION AND VERIFICATION OF NONLINEAR WAVE PROPAGATION METHOD | 2 | |
| 1567 | M. Hesham EL NAGGAR and Yasser ABDELGHANY | HELICAL SCREW PILES (HSP) CAPACITY FOR AXIAL CYCLIC LOADINGS IN COHESIVE SOILS | 5 | |
| 1569 | Nikos GEROLYMOS and George GAZETAS | SEISMIC TRIGGERING, EVOLUTION AND DEPOSITION OF MASSIVE LANDSLIDES. THE CASE OF HIGASHI-TAKEZAWA (2004) | 8 | |
| 1570 | Rallis KOURKOULIS and George GAZETAS | SOIL–STRUCTURE INTERACTION EFFECTS DURING LANDSLIDES IN STRAIN–SOFTENING SOIL | 7 | |
| 1571 | Gholamreza GHODRATI AMIRI, Morteza RAEISI DEHKORDI, Seyed Ali RAZAVIAN AMREI, and Mohammad Ali FARROKHI | EVALUATION OF HORIZONTAL SEISMIC HAZARD OF KARAJ, IRAN | 2 | |
| 1573 | Alessandro PAGLIAROLI, Kyriazis PITILAKIS, Francisco CHAVEZ-GARCIA, Dimitrios RAPTAKIS, Paschalis APOSTOLIDIS, Olga-Joan KTENIDOU, Maria MANAKOU, and Giuseppe LANZO | EXPERIMENTAL STUDY OF TOPOGRAPHIC EFFECTS USING EXPLOSIONS AND MICROTREMORS RECORDINGS | 4 | |
| 1574 | R.M.S. MAIORANO, S. AVERSA, and G. WU | EFFECTS OF SOIL NON-LINEARITY ON BENDING MOMENTS IN PILES DUE TO SEISMIC KINEMATIC INTERACTION | 5 | |
| 1575 | Kaveh ANDISHEH | SEISMIC HAZARD ASSESSMENT OF SANANDAJ CITY OF IRAN BASED ON PSHA | 2 | |
| 1577 | Vasiliki TERZI and Kyriazis PITILAKIS | EXPERIMENTAL AND NUMERICAL STUDIES OF THE WAVE FIELD GENERATED BY THE OSCILLATION OF A MODEL STRUCTURE | 5 | |
| 1578 | Kalliopi KAKDERI, Maria ALEXOUDI and Kyriazis PITILAKIS | SEISMIC RISK ANALYSIS OF INTERDEPENDENT LIFELINE SYSTEMS | 12 | |
| 1580 | Areti A. PANOU, Nikos THEODULIDIS, Cecile CORNOU, Panagiotis M. HATZIDIMITRIOU, Costas B. PAPAZACHOS, Pierre - Yves BARD, and George LEVENTAKIS | USE OF AMBIENT NOISE FOR MICROZONATION STUDIES IN URBAN ENVIRONMENT: THE CITY OF THESSALONIKI (N. GREECE) | 2 | |
| 1581 | I. ANASTASOPOULOS, G. GAZETAS, M.F. BRANSBY, M.C.R. DAVIES, and A. EL NAHAS | SHALLOW FOUNDATIONS OVER RUPTURING NORMAL FAULTS : ANALYSIS AND EXPERIMENTS | 5 | |
| 1582 | Ioannis ANASTASOPOULOS, Nikos GEROLYMOS, Vasileios DROSOS, Rallis KOURKOULIS, Takis GEORGARAKOS, and George GAZETAS | DEEP IMMERSED TUNNEL SUBJECTED TO MAJOR FAULT RUPTURE DEFORMATION | 12 | |
| 1583 | Achilleas PAPADIMITRIOU, Dimitrios LOUKIDIS, George BOUCKOVALAS, and Dimitrios KARAMITROS | ZONE OF EXCESSIVE GROUND SURFACE DISTORTION DUE TO DIP-SLIP FAULT RUPTURE | 12 | |
| 1590 | Fani GELAGOTI, George GAZETAS, Rallis KOURKOULIS | 2–D WAVE EFFECTS IN ALLUVIAL VALLEYS: HOW IMPORTANT AND PREDICTABLE ARE THEY? | 4 | |
| 1592 | Nicolas DELEPINE, Guy BONNET, Jean-Francois SEMBLAT and Luca LENTI | A SIMPLIFIED NON LINEAR MODEL TO ANALYZE SITE EFFECTS IN ALLUVIAL DEPOSITS | 3 | |
| 1593 | Clara ZAMBELLI, Claudio DI PRISCO, Anna D'ONOFRIO, and Filippo SANTUCCI DE MAGISTRIS | CYCLIC MECHANICAL BEHAVIOUR OF GRANULAR SOILS: EXPERIMENTAL RESULTS AND CONSTITUTIVE MODELLING | 3 | |
| 1594 | Zafeiria ROUMELIOTI, Nikos THEODULIDIS, and Anastasia KIRATZI | THE 20 JUNE 1978 THESSALONIKI (NORTHERN GREECE) EARTHQUAKE REVISITED: SLIP DISTRIBUTION AND FORWARD MODELLING OF GEODETIC AND SEISMOLOGICAL OBSERVATIONS | 2 | |
| 1596 | Irshad AHMAD, Akhtar Naeem KHAN, Hesham EL NAGGAR | KINEMATIC INTERACTION FACTORS OF PILES | 5 | |
| 1598 | George MANOS, Vladimiros KOURTIDIS, Anastasios SEXTOS, Stavros CHIRAS | SOIL-FOUNDATION-BRIDGE PIER INTERACTION AT THE EUROSEIS TEST SITE | 6 | |
| 1599 | SEXTOS A. G., DI SARNO L., and KATSANOS E. I. | ASSESSMENT OF SOIL-STRUCTURE-INTERACTION EFFECTS ON THE DYNAMIC RESPONSE OF STEEL HIGH-RISE MOMENT RESISTING BUILDINGS | 6 | |
| 1601 | Sebastiano FOTI, Daniele BOIERO, Cesare COMINA, and Valentina SOCCO | UNCERTAINTIES ASSESSMENT IN SURFACE WAVE TESTS FOR SITE RESPONSE STUDIES | 3 | |
| 1602 | Boominathan ADIMOOLAM, Goudappa DODAGOUDAR, Suganthi ARUMUGAM and Uma Maheswari RAJU | DEVELOPMENT OF SEISMIC HAZARD MAPS FOR CHENNAI CITY, INDIA | 2 | |
| 1603 | Said TAIBI and El-hafid TABET AOUL | EFFECTS OF AN EARTHQUAKE ON A LIQUEFACTION OF A HARBOUR TERMINAL | 11 | |
| 1605 | Andreas A. SKARLATOUDIS and Basil N. MARGARIS | REDUCING LOW FREQUENCY CUT-OFF FILTER EFFECTS ON SPECTRAL DISPLACEMENTS OF STRONG MOTION RECORDINGS USING SOURCE PROPERTIES | 4 | |
| 1606 | D.D. THEODORAKOPOULOS, and D.E. BESKOS | DYNAMIC RESPONSE OF A POROELASTIC SOIL MEDIUM TO A MOVING LOAD ON ITS SURFACE | 3 | |
| 1607 | S. PAPARGYRI - BESKOU | ANALYTICAL – NUMERICAL EXPERIMENTS FOR WAVE DISPERSION IN DRY SAND | 1 | |
| 1609 | Spyros PAVLIDES, Sotiris VALKANIOTIS and Alexandros CHATZIPETROS | SEISMICALLY CAPABLE FAULTS IN GREECE AND THEIR USE IN SEISMIC HAZARD ASSESSMENT | 2 | |
| 1610 | ZERVOPOULOU A., CHATZIPETROS A., TSIOKOS L., SYRIDES G., PAVLIDES S. | NON-SEISMIC SURFACE FAULTING: THE PERAIA FAULT CASE STUDY (THESSALONIKI, N. GREECE) | 2 | |
| 1611 | Rodolfo PUGLIA, Giuseppe LANZO, Alessandro PAGLIAROLI, Stefania SICA, and Francesco SILVESTRI | GROUND MOTION AMPLIFICATION IN SAN GIULIANO DI PUGLIA (SOUTHERN ITALY) DURING THE 2002 MOLISE EARTHQUAKES | 2 | |
| 1613 | Antonio COSTANZO, Anna D'ONOFRIO and Francesco SILVESTRI | NUMERICAL SIMULATIONS OF THE GROUND DEFORMATION RECORDED IN THE HISTORICAL TOWN OF GERACE DURING THE SEISMIC EVENTS IN CALABRIA (1783) | 10 | |
| 1614 | Ernesto AUSILIO, Francesco SILVESTRI, Antonello TRONCONE, and Giuseppe TROPEANO | SEISMIC DIPLACEMENT ANALYSIS OF HOMOGENEOUS SLOPES: A REVIEW OF EXISTING SIMPLIFIED METHODS WITH REFERENCE TO ITALIAN SEISMICITY | 8 | |
| 1616 | Mirko CORIGLIANO, Laura SCANDELLA, Giovanni BARLA, Carlo G. LAI, and Roberto PAOLUCCI | SEISMIC ANALYSIS OF DEEP TUNNELS IN WEAK ROCK: A CASE STUDY IN SOUTHERN ITALY | 12 | |
| 1617 | Alessandro PALMERI and Nicos MAKRIS | RESPONSE ANALYSIS OF RIGID STRUCTURES ROCKING ON YIELDING FOUNDATION | 5 | |
| 1618 | Akihiro TAKAHASHI, Hideki SUGITA and Shunsuke TANIMOTO | CENTRIFUGE MODEL TESTS ON ABUTMENT OF RIVERCROSSING BRIDGE ON LIQUEFIABLE SOILS | 7 | |
| 1620 | Dimitra MANOU, Anastasios ANASTASIADIS, and Kyriazis PITILAKIS | ELASTIC DISPLACEMENT RESPONSE SPECTRA | 10 | |
| 1621 | Dimitra MANOY, Maria ALEXOUDI, Dimitrios RAPTAKIS, and Kyriazis PITILAKIS | DUZCE (M7.2, 1999) EARTHQUAKE: DAMAGE CORRELATION WITH THE MICROZONATION STUDY AND VULNERABILITY ASSESSMENT OF THE WATER SYSTEM IN DUZCE, TURKEY | 12 | |
| 1623 | Stephanie CHAILLAT, Marc BONNET, and Jean-Francois SEMBLAT | A NEW FAST BEM APPROACH TO MODEL SITE EFFECTS IN ALLUVIAL BASINS | 4 | |
| 1624 | J. YANG and X.R. YAN | GROUND RESPONSE ANALYSIS USING A MATRIX FORMULATION | 4 | |
| 1625 | George KOURETZIS, George BOUCKOVALAS and Charis GANTES | STRAIN ANALYSIS OF BURIED PIPELINES DUE TO BLASTINDUCED GROUND SHOCK WAVES | 12 | |
| 1626 | Paola MONACO and Silvano MARCHETTI | EVALUATING LIQUEFACTION POTENTIAL BY SEISMIC DILATOMETER (SDMT) ACCOUNTING FOR AGING/STRESS HISTORY | 11 | |
| 1627 | Hemanta HAZARIKA, Takahiro SUGANO, Yoshiaki KIKUCHI, Kazuya YASUHARA, Satoshi MURAKAMI, Hideo TAKEICHI, Ashoke K. KARMOKAR, Takao KISHIDA, and Yoshio MITARAI | SANDWICHED BACKFILLING TECHNIQUE FOR EARTHQUAKE PROTECTION OF GEOTECHNICAL STRUCTURES | 9 | |
| 1629 | Anna KAKOULIDOU and Christos ANAGNOSTOPOULOS | CONCLUSIONS AND COMMENTS FROM SEISMIC ANALYSIS OF EMBANKMENTS ACCORDING TO GREEK SEISMIC CODE | 8 | |
| 1630 | Fotios KARAOULANIS, Christos PANAGIOTOPOULOS, and Theodoros CHATZIGOGOS | A CONSISTENT METHODOLOGY FOR THE IMPOSITION OF TIME VARYING BOUNDARY CONDITIONS IN SOIL DYNAMICS: THEORY AND APPLICATION | 4 | |
| 1631 | Oz YILMAZ, Murat ESER, and Mehmet BERILGEN | APPLICATIONS OF ENGINEERING SEISMOLOGY FOR SITE CHARACTERIZATION | 2 | |
| 1632 | Maria ALEXOUDI, Anastasios ANASTASIADIS, and Kyriazis PITILAKIS | SEISMIC RISK ASSESSMENT OF THE WATER SYSTEM OF THESSALONIKI | 12 | |
| 1636 | Faisal SHALABI, Edward CORDING, and Stanley PAUL | SEALANT BEHAVIOR OF GASKETED-SEGMENTAL CONCRETE TUNNEL LINING | 12 | |
| 1637 | Mohammad Sadegh ASADI, Kamran GOSHTASBI, and Kazem NAJM | TWO DIMENSIONAL MODELING AND STABILITY ANALYSIS OF SLOPES OVERLAYING TO SHAHID RAGAEE POWER PLANT | 8 | |
| 1638 | Hasan TOSUN, Evren SEYREK, Murat TURKOZ, and Hasan SAVAS | SEISMIC HAZARD AND TOTAL RISK ANALYSES OF CONCRETE-FACED ROCKFILL DAMS IN TURKEY | 8 | |
| 1640 | Dimitris KARAMITROS, George BOUCKOVALAS, and George KOURETZIS | ANALYTICAL VERIFICATION OF BURIED STEEL PIPELINES AT STRIKE-SLIP FAULT CROSSINGS | 12 | |
| 1642 | Jean Paul KARAM, Yu Jun CUI, Jean-Marc TERPEREAU, and Gilles MARCHADIER | DETERMINING A PROFILE OF SHEAR WAVE VELOCITY USING LABORATORY MEASUREMENTS: APPLICATION TO THE SCALE EFFECT | 1 | |
| 1643 | Gholamreza GHODRATI AMIRI, and Gholamreza ABDOLLAHZADEH DARZI | DAMPING EFFECT ON ELASTIC INPUT ENERGY | 6 | |
| 1644 | Alexandros VALSAMIS, George BOUCKOVALAS, and Vasiliki DIMITRIADI | NUMERICAL EVALUATION OF LATERAL SPREADING DISPLACEMENTS IN LAYERED SOILS | 11 | |
| 1645 | Giovanni BIONDI, Ernesto CASCONE, and Sebastiano RAMPELLO | PERFORMANCE-BASED PSEUDO-STATIC ANALYSIS OF SLOPES | 8 | |
| 1648 | Ilknur BOZBEY, S. Feyza CINICIOGLU, M. Kubilay KELESOGLU, and Sadik OZTOPRAK | SEISMIC BEARING CAPACITY DEGRADATION AS A PART OF INTEGRATED EARTHQUAKE DAMAGE ASSESSMENT | 5 | |
| 1649 | Makoto KAMIYAMA and Keiichi FUKUCHI | NONLINEAR RESPONSE ANALYSES OF IRREGULAR GROUNDS BY USE OF THE PSEUDO-SPECTRAL METHOD | 4 | |
| 1651 | Konstantinos TREVLOPOULOS, Nikolaos KLIMIS and Anastasios ANASTASIADIS | EVALUATION OF SITE CHARACTERISTICS IN LIQUEFIABLE SOILS | 3 | |
| 1654 | Vincenzo PETRINI and Maria Pia BONI | HAZARD ASSESSMENT AND SEISMIC ACTIONS | 2 | |
| 1655 | Stella ARNAOUTI, Fotios KARAOULANIS, and Olga-Joan KTENIDOU | LIMITING VALUES ON EARTHQUAKE GROUND MOTION DUE TO STRENGTH OF NEAR-SURFACE MATERIAL | 8 | |
| 1656 | Olga-Joan KTENIDOU, Dimitrios RAPTAKIS, Paschalis APOSTOLIDIS, and Kyriazis PITILAKIS | ASPECTS OF SURFACE TOPOGRAPHY AND SITE EFFECTS - EXPERIMENTAL AND NUMERICAL STUDIES AT AEGION, GREECE | 4 | |
| 1658 | Paulo PINTO, David TABORDA, Jose Carlos GRAZINA and Carlos REBELO | DYNAMIC ANALYSIS AND REINFORCEMENT OF A KILN FOUNDATION UNDER EXCESSIVE VIBRATIONS | 10 | |
| 1660 | Alexandros TAFLANIDIS, Jeffrey SCRUGGS and James BECK | SMART BASE ISOLATION DESIGN INCLUDING MODEL UNCERTAINTY IN GROUND MOTION CHARACTERIZATION | 10 | |
| 1661 | Irshad AHMAD, Akhtar Naeem KHAN, Hesham EL NAGGAR, Carlo G. LAI | FIXED HEAD KINEMATIC PILE BENDING MOMENT TIME HISTORY: ARTIFICIAL NEURAL NETWORK APPROACH | 6 | |
| 1665 | Panam ZARFAM, Mohammad SAYYAR, and Massood MOFID | THE SENSITIVITY OF UNCERTAIN PARAMETERS TO FUNDEMENTAL PERIOD OF STRUCTURES IN PROBABILISTIC ANALYSIS | 10 | |
| 1671 | Panos KLOUKINAS, George MYLONAKIS, Costas PAPANTONOPOULOS and Dimitrios ATMATZIDIS | SEISMIC EARTH PRESSURES BY STRESS LIMIT ANALYSIS | 9 | |
| 1672 | Andreas MARAVAS, George MYLONAKIS, and Dimitris L. KARABALIS | DYNAMIC CHARACTERISTICS OF STRUCTURES ON PILES AND FOOTINGS | 6 | |
| 1674 | Stefania SICA, George MYLONAKIS, Armando Lucio SIMONELLI | KINEMATIC BENDING OF PILES: | 5 | |
| 1676 | George ATHANASOPOULOS, Christina NIKOLOPOULOU, and Vasiliki XENAKI | ANALYSIS VS. CODE PROVISIONS | 9 | |
| 1679 | George ATHANASOPOULOS, Eugenia LEONIDOU, and Panagiotis PELEKIS | FAULT-RUPTURE RELATED HAZARD TO ENGINEERED STRUCTURES -PARAMETRIC NUMERICAL ANALYSES | 4 | |
| 1681 | Doris MEHTA and A.K DESAI | EFFECT OF SOIL - STRUCTURE INTERACTION ON SEISMIC RESPONSE OF TALL CHIMNEYS | 6 | |
| 1682 | Arash RAZMKHAH, Mohsen KAMALIAN, Hamid ALIELAHI | LOW PERIOD AMPLIFICATION PATTERNS OF TOPOGRAPHIC FEATURES SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV WAVES | 4 | |
| 1686 | Maria MANAKOU , Dimitris RAPTAKIS, Pashalis APOSTOLIDIS, Francisco J. CHAVEZ GARCIA, and Kyriazis PITILAKIS | THE 3D GEOLOGICAL STRUCTURE OF THE MYGDONIAN SEDIMENTARY BASIN (GREECE) | 3 | |
| 1687 | Konstantia MAKRA and Dimitrios RAPTAKIS | HOW SENSITIVE THE EFFECTS OF LATERAL HETEROGENEITY ON SEISMIC GROUND MOTION ARE ? | 4 | |
| 1692 | Emmanuil KIRTAS, Konstantinos TREVLOPOULOS, Emmanuil ROVITHIS, and Kyriazis PITILAKIS | DISCUSSION ON THE FUNDAMENTAL PERIOD OF SDOF SYSTEMS INCLUDING SOIL-STRUCTURE INTERACTION | 6 | |
| 1693 | Sotirios ARGYROUDIS, Kyriazis PITILAKIS, Nikolaos BOUSSOULAS, and Fay NAKOU | VULNERABILITY ASSESSMENT OF SHALLOW METRO TUNNELS IN GREECE | 12 | |
| 1694 | Emmanuil ROVITHIS, Emmanuil KIRTAS, and Kyriazis PITILAKIS | EVALUATION OF DYNAMIC SOIL-PILE INTERACTION BASED ON BACK CALCULATED P-Y CURVES | 5 | |
| 1695 | Emmanuil ROVITHIS, Emmanuil KIRTAS, and Kyriazis PITILAKIS | INSIGHT INTO SOIL-PILE-STRUCTURE INTERACTION INCLUDING INERTIAL AND KINEMATIC EFFECTS | 5 | |
| 1696 | Masoud HAJIALILUE-BONAB, Daniel LEVACHER, and Jean-Louis CHAZELAS | EXPERIMENTAL EVALUATION OF STATIC AND DYNAMIC P-Y CURVES IN DENSE SAND | 5 | |
| 1698 | Paulo A. Lopes F. COELHO, Stuart K. HAIGH, and S. P. Gopal MADABHUSHI | STRESS REDISTRIBUTION IN LIQUEFIED GROUND UNDER AND AROUND SHALLOW FOUNDATIONS: EXPERIMENTAL EVIDENCE AND NUMERICAL REPLICATION | 5 | |
| 1699 | Sara VECCHIETTI, Manuela CECCONI, and Vincenzo PANE | DISPLACEMENT-METHODS FOR THE DESIGN OF earth RETAINING STRUCTURES | 9 | |
| 1701 | K. PITILAKIS, G. CULTRERA, B. MARGARIS, G. AMERI, A. ANASTASIADIS, G. FRANCESCHINA and S. KOUTRAKIS | THESSALONIKI SEISMIC HAZARD ASSESSMENT: PROBABILISTIC AND DETERMINISTIC APPROACH FOR ROCK SITE CONDITIONS | 2 | |
| 1702 | Shuji TAMURA, Tsuyoshi IMAYOSHI and Tadashi SAKAMOTO | EFFECTS OF SEISMIC EARTH PRESSURE AND SIDEWALL FRICTION ON PILE STRESS DURING SOIL LIQUEFACTION | 7 | |
| 1705 | Tahereh HEIDARI, Shirin SALEMI, and Mohammad Hassan BAZIAR | EFFECTS OF CANYON SHAPE ON THE SEISMIC RESPONSE OF EARTHFILL DAMS | 8 | |
| 1707 | H.R. MASOUMI, S. FRANCOIS, G. DEGRANDE | NUMERICAL PREDICTION OF GROUND VIBRATIONS DUE TO PILE DRIVING USING A HYBRID FORMULATION | 7 | |
| 1710 | Sayed Ali BADSAR, Geert DEGRANDE, Mattias SCHEVENELS, and Geert LOMBAERT | APPLICATION OF THE CLM METHOD FOR THE SOLUTION OF THE INVERSE PROBLEMIN THE SASWMETHOD | 3 | |
| 1711 | DEZI F., DALL'ASTA A., LEONI G., and SCARPELLI G. | INFLUENCE OF THE SOIL-STRUCTURE INTERACTION ON SEISMIC RESPONSE OF A RAILWAY BRIDGE | 6 | |
| 1714 | M. SCHEVENELS, G. LOMBAERT, G. DEGRANDE, and S. FRANCOIS | THE CHARACTERIZATION OF THE DYNAMIC SOIL PROPERTIES BY MEANS OF A MONTE CARLO INVERSION OF THE RAYLEIGHWAVE DISPERSION CURVE | 3 | |
| 1715 | Stergios A. MITOULIS and Ioannis A. TEGOS | THE PROBLEM OF SEISMIC STRENGTHENING OF EXISTING BRIDGES | 10 | |
| 1717 | Y.C. HAN | ADVANCED DYNAMIC ANALYSIS FOR ELEVATED CONCRETE FOUNDATIONS | 7 | |
| 1718 | Helmut WENZEL and Gunther ACHS | SEISMIC MICROZONATION IN THE VIENNA BASIN | 2 | |
| 1719 | Salah SADEK and Mohamad HARAJLI | UPDATED SEISMIC HAZARD FOR LEBANON AND IMPLICATIONS ON MICRO-ZONATION OF THE GREATER BEIRUT AREA | 2 | |
| 1720 | Jaime A. SANTOS, Isabel LOPES, Pedro CHITAS, and Carlos S. OLIVEIRA | SITE CHARACTERIZATION OF A VOLCANIC CRATER IN TERCEIRA ISLAND - AZORES | 2 | |
| 1721 | Hisatoshi KASHIWA, Takashi KURATA, Michito SHOJI, Yasuhiro HAYASHI, Keiichiro SUITA and Shuji TAMURA | NONLINEAR BEHAVIOR OF PILE GROUP IN DRY SAND BASED ON LATERAL CYCLIC LOADING TESTS WITH LARGE DISPLACEMENT AMPLITUDE | 5 | |
| 1724 | Suresh R. DASH and Subhamoy BHATTACHARYA | CRITERIA FOR DESIGN OF PILED FOUNDATIONS IN SEISMICALLY LIQUEFIABLE DEPOSITS | 7 | |
| 1726 | Bill (W.R.) STEPHENSON | EXPERIENCES FROM THE SEISMIC INSTRUMENTATION OF THREE SMALL SOFT BASINS IN NEW ZEALAND | 4 | |
| 1727 | Mahmoud GHAZAVI, Alireza ZARKAMI, and Hamed HAGHSHENO | INVESTIGATION OF SHEARING RATE EFFECTS ON SAND-REINFORCED WITH WASTE POLYAMIDE FIBERS | 1 | |
| 1729 | Badreddine SBARTAI, and Ahmed BOUMEKIK | HORIZONTAL COMPLIANCE FUNCTION OF ADJACENT SURFACE RIGID FOOTINGS IN HOMOGENEOUS SOIL LIMITED BY A SUBSTRATUM | 5 | |
| 1731 | Fardin JAFARZADEH, and Nima ALA | LABORATORY STUDY OF DYNAMIC PROPERTIES OF BABOLSAR AND TOYOURA SANDS UNDER VARIOUS CONFINING PRESSURES WITH BENDER ELEMENT TESTS | 1 | |
| 1732 | Fardin JAFARZADEH, and Mohammad MORIDZADEH | SHEAR MODULUS AND DAMPING RATIO OF SANDS AT MEDIUM TO LARGE SHEAR STRAINS WITH CYCLIC SIMPLE SHEAR TESTS | 1 | |
| 1733 | Nan DENG, Richard KULESZA and Farhang OSTADAN | SEISMIC SOIL-PILE GROUP INTERACTION ANALYSIS OF A BATTERED PILE GROUP | 5 | |
| 1734 | M. ALYAMI, S. M. WILKINSON, M. ROUAINIA and Fei CAI | SIMULATION OF SEISMIC BEHAVIOUR OF GRAVITY QUAY WALL USING A GENERALIZED PLASTICITY MODEL | 9 | |
| 1735 | Salvatore MARTINO, Antonella PACIELLO, Tigran SADOYAN, and Gabriele SCARASCIA MUGNOZZA | DYNAMIC NUMERICAL ANALYSIS OF THE GIANT VOKHCHABERD LANDSLIDE (ARMENIA) | 8 | |
| 1737 | Cheng-Hsing CHEN and Shang-Yi HSU | VARIATIONS OF SHEAR WAVE VELOCITY AT HUALIEN LSST SITE WITH RESPECT TO MAGNITUDE OF EARTHQUAKE SHAKINGS | 3 | |
| 1739 | N. KLIMIS, D. ARGYRIADI, M. DEMOSTHENOUS, E. COMODROMOS, Ch. EFREMIDIS and K. KYRIAKIDES | REINFORCEMENT AND PROTECTION OF A ROCK-CLIFF: METHODOLOGICAL APPROACH, ANALYSIS AND DESIGN | 8 | |
| 1740 | Mohsen KAMALIAN, Mohammad Kazem JAFARI, Abdollah SOHRABI-BIDAR, and Arash RAZMKHAH | SEISMIC BEHAVIOR OF 2D SEMI-SINE SHAPED HILLS SUBJECTED TO VERTICALLY PROPAGATING INCIDENT SV AND P WAVES | 4 | |
| 1741 | Reza TARINEJAD, Mohammad T. AHMADI and Ronald S. HARICHANDRAN | EFFECT OF NON-PRISMATIC 3-D CANYON ON THE SCATTERING OF SEISMIC P- AND SV-WAVES | 4 | |
| 1742 | David S. BU | DOCKSIDE CONTAINER CRANE-QUAY STRUCTURE INTERACTIONS | 9 | |
| 1743 | Florent DE MARTIN, Hormoz MODARESSI, and Hideo AOCHI | COUPLING OF FDM AND FEM IN SEISMIC WAVE PROPAGATION | 4 | |
| 1744 | H. R. VOSOUGHIFAR | MODIFIYING A CIRCULAR ANALYSIS METHOD FOR CONSIDERING THE SCATTERING OF EARTHQUAKE WAVES SCATTERING IN AN OPENING IN ROCK | 12 | |
| 1746 | Ramazan LIVAOGLU and Adem DOGANGUN | APPLICATION OF MASSLESS FOUNDATION MODEL TO FLUID-ELEVATED TANKS-SOIL/FOUNDATION SYSTEM | 6 | |
| 1748 | Selcuk TOPRAK, A. Cem KOC, and Filiz TASKIN | EVALUATION OF WATER DISTRIBUTION PIPELINE PERFORMANCE AGAINST EARTHQUAKES | 12 | |
| 1749 | Majid MAHOOD, and Hossein HAMZEHLOO | ESTIMATION OF CODA WAVE ATTENUATION FOR EAST OF CENTRAL-IRAN REGION USING LOCAL EARTHQUAKES | 4 | |
| 1751 | Alper TURAN, Sean D. HINCHBERGER, and M. Hesham EL NAGGAR | DYNAMIC PROPERTIES OF MODIFIED GLYBEN AS ARTIFICIAL CLAY FOR SEISMIC APPLICATIONS | 3 | |
| 1753 | Arilon MEHR, Sam FRYDMAN, and Mark TALESNICK | ONE DIMENSIONAL WAVE PROPAGATION CONSIDERING PORE PRESSURE DEVELOPMENT AND DISSIPATION | 3 | |
| 1754 | Mahmoud GHAZAVI, Kazem BARKHORDARI, and Arash MAHBOD | DYNAMIC ANALYSIS OF PILE DRIVING FROM VARIOUS HAMMERING LOCATIONS ALONG PILE SHAFT | 5 | |
| 1755 | Corinne LACAVE and Martin G. KOLLER | MICROZONATION OF THE CITY OF VISP (SWITZERLAND) USING A 2D EQUIVALENT LINEAR APPROACH | 4 | |
| 1757 | Mohsen KAMALIAN, and Morteza JIRYAEI SHARAHI | TRACTION TRANSIENT FUNDAMENTAL SOLUTIONS FOR 3D SATURATED POROELASTIC MEDIA WITH INCOMPRESSIBLE CONSTITUENTS | 4 | |
| 1759 | LIU Chun-guang, QIN Si-feng, and LIN Gao | IMPROVED ADAPTIVE SPECTRA-BASED PUSHOVER ANALYSIS FOR ESTIMATING SEISMIC PERFORMANCE FOR BRIDGE STRUCTURES | 10 | |
| 1760 | Randolph Carl BORG and Carlo Giovanni LAI | SEISMIC PERFORMANCE, ANALYSIS AND DESIGN OF WHARF STRUCTURES: A COMPARISON OF WORLDWIDE TYPOLOGIES | 9 | |
| 1761 | Mohhamad Mahdi AHMADI, and Saeed AHMARI | SIMPLE APPROACH TO INVESTIGATE LATERALLY LOADED PILESOIL INTERACTION IN CLAY | 5 | |
| 1762 | Lorenzo PAOLETTI, Chiara TRAVERSO, and Edouard MOUTON | NEW DEVELOPMENTS IN THE APPLICATION OF UNDERWATER MASW | 3 | |
| 1763 | Carolina SIGARAN-LORIA, Amir M. KAYNIA, and Robert HACK | SOIL STABILITY UNDER EARTHQUAKES: A SENSITIVITY ANALYSIS | 8 | |
| 1764 | Koichi NAGAO, Yoichi AZEGAMI, Saeka YAMADA, Naoaki SUEMASA, and Toshiyuki KATADA | A MICRO-BUBBLE INJECTION METHOD FOR A COUNTERMEASURE AGAINST LIQUEFACTION | 11 | |
| 1765 | Juan F. PERRI, and Juan M. PESTANA | USE OF THE SHORT-TIME-RESPONSE-SPECTRUM FOR SELECTION OF SPECTRALLY MATCHED GROUND MOTIONS | 4 | |
| 1766 | Alper UCAK and Panos TSOPELAS | RESPONSE OF SEISMIC ISOLATED BRIDGES INCLUDING SOIL STRUCTURE INTERACTION EFFECTS | 6 | |
| 1767 | Nabil NAGY, Mostafa MOHAMED and Jess BOOT | NUMERICAL INVESTIGATION OF SURFACE EXPLOSION EFFECTS ON CLAY SOILS | 1 | |
| 1768 | J David ROGERS, Deniz KARADENIZ and Jae-Won CHUNG | THE EFFECT OF SITE CONDITIONS ON AMPLIFICATION OF GROUND MOTION IN THE ST LOUIS AREA | 2 | |
| 1769 | Darga Kumar N., and Narasimha Rao S. | EXPERIMENTAL STUDIES ON MODEL CAISSONS IN SOFT CLAY UNDER LATERAL CYCLIC LOADING | 9 | |
| 1770 | A. NICKNAM, S.YAGHMAEI and A.YAZDANI | SIMULATION OF THE STRONG-MOTION RECORDS FROM THE 2003 BAM EARTHQUAKE IN IRAN USING STOCHASTIC TECHNIQUE | 4 | |
| 1771 | Artemios ATZEMOGLOU , Alexandros SAVVAIDIS, Efstathios TSIRAS, Eleni ZARGLI and GEOMIND Team | GEOPHYSICAL MULTILINGUAL INTERNET-DRIVEN INFORMATION SERVICE (GEOMIND) | 3 | |
| 1772 | Erdal SAFAK | SURFACE WAVES AND SEISMIC RESPONSE OF LONG-PERIOD STRUCTURES | 4 | |
| 1773 | Nikolaos KOURENTAS, Grigoris SABATAKAKIS, Alexandros ALEFADINOS, Ilias CHRONOPOULOS, and Venetsianos MANOLAKOS | REMOTE MONITORING SYSTEM OF THE BEHAVIOR OF THE NEW KORINTHOS ISTHMUS RAILWAY BRIDGE | 12 | |
| 1774 | Kyriazis PITILAKIS, Anastasios ANASTASIADIS, Kalliopi KAKDERI, Sotiris ARGYROUDIS, and Maria ALEXOUDI | VULNERABILITY ASSESSMENT AND RISK MANAGEMENT OF LIFELINES, INFRASTRUCTURES AND CRITICAL FACILITIES. THE CASE OF THESSALONIKI’ S METROPOLITAN AREA | 12 |