| 10801 | B. Ozturk , F. Demiralan and O. Civalek | SEISMIC DRIFT RESPONSE OF PRECAST CONCRETE BUILDING STRUCTURES LOCATED IN EARTHQUAKE-PRONE REGIONS IN TURKEY CONSIDERING NONLINEAR ANALYSIS PROCEDURES [14WCEE] |
| 10802 | Shih-Ho Chao, M. Reza Bayat and Subhash C. Goel | PERFORMANCE-BASED PLASTIC DESIGN OF STEEL CONCENTRIC BRACED FRAMES FOR ENHANCED CONFIDENCE LEVEL [14WCEE] |
| 10803 | Roberto Villaverde | A COMPLEX MODAL SUPERPOSITION METHOD FOR THE SEISMIC ANALYSIS OF STRUCTURES WITH SUPPLEMENTAL DAMPERS [14WCEE] |
| 10804 | L.P. Ye, X.Z. Lu, Q.L. Ma, G..Y. Cheng, S.Y. Song, Z.W. Miao, P. Pan | STUDY ON THE INFLUENCE OF POST-YIELDING STIFFNESS TO THE SEISMIC RESPONSE OF BUILDING STRUCTURES [14WCEE] |
| 10805 | Z.J. Liu and J. Li | PROBABILISTIC RESPONSE AND RELIABILITY EVALUATION OF NONLINEAR STRUCTURES UNDER EARTHQUAKE [14WCEE] |
| 10806 | J.L. Lin and K.C. Tsai | TIME-DOMAIN MODAL ANALYSIS OF NON-PROPORTIONALLY DAMPED TWO-WAY ASYMMETRIC ELASTIC BUILDINGS [14WCEE] |
| 10807 | Q.C. Liu M.G. Yue and D.S. Wang | LONGITUDINAL RESPONSE OF POWER TRANSMISSION TOWER-CABLE SYSTEM TO TRAVELING WAVE [14WCEE] |
| 10808 | K. Nishimura, H. H. Nguyen, and K. Takiguchi | STUDY ON BI-AXIAL EARTHQUAKE RESPONSES OF REINFORCED CONCRETE STRUCTURES WITH SLIPPING TYPE RESTORING FORCE CHARACTERISTICS [14WCEE] |
| 10809 | Sigmund, Vladimir; Guljas, Ivica; Stanic, Andreas | Strength and Deformation Capacity of Structural Elements Under Horizontal Loading [14WCEE] |
| 10810 | Hwasung Roh and Andrei M. Reinhorn | DYNAMIC RESPONSE OF WEAKENED STRUCTURES USING ROCKING COLUMNS [14WCEE] |
| 10811 | Jack W. Baker | Introducing correlation among fragility functions for multiple components [14WCEE] |
| 10812 | T. Sato, K. Tokeshi, C. Cuadra and H. Hazarika | DISCUSSIONS ON VIBRATIONS CHARACTERISTICS OF BASE ISOLATED LOW RISE BUILDING BASED ON MICROTREMOR MEASUREMENTS AND FEM [14WCEE] |
| 10813 | N. Torunbalci and G. Ozpalanlar | EVALUATION OF EARTHQUAKE RESPONSE ANALYSIS METHODS FOR LOW-RISE BASE ISOLATED BUILDINGS [14WCEE] |
| 10814 | N. Torunbalci and G. Ozpalanlar | EARTHQUAKE RESPONSE ANALYSIS OF MID-STORY BUILDINGS ISOLATED WITH VARIOUS SEISMIC ISOLATION TECHNIQUES [14WCEE] |
| 10815 | T. Hasegawa and H. Kamura | SEISMIC RESPONSE PREDICTION OF STEEL FRAMES UTILIZING PLASTIC STRAIN ENERGY OBTAINED FROM PUSHOVER ANALYSIS [14WCEE] |
| 10816 | Gangavi, Behnod; Vaseghi Amiri, Javad; Ghodrati Amiri, G.; Yahyazadeh Ahmadi, Q. | Distribution of Drift, Hysteretic Energy and Damage in Reinforced Concrete Buildings with Uniform Strength Ratio [14WCEE] |
| 10817 | M. N. Farsi, J-L Chatelain, B. Guillier and S-A Zermout | RETROFITTING AND STRENGTHENING QUALITY EVALUATION FROM RIGIDITY VARIATIONS OF A DAMAGED BUILDING [14WCEE] |
| 10818 | S.H. Eslami | SCATTERING OF HARMONIC WAVES BY A CAVITY IN CROSS-ANISOTROPIC MEDIA: COMPLEX FUNCTIONS APPROACH [14WCEE] |
| 10819 | Ü. Mert-Tugsal, B. Taskin and F.I. Kara | COMPARISON OF PERFORMANCE EVALUATION CONCEPT FOR RC BUILDINGS CONSIDERING TURKISH EARTHQUAKE CODE AND THE PROPOSED EMPIRICAL RELATION [14WCEE] |
| 10820 | Tang, Hesheng; Xue, Songtao; Fan, Cunxin; Yang, Xiaonan | SELF ADAPTIVE PARTICLE FILTER FOR STRUCTURAL SYSTEM IDENTIFICATION [14WCEE] |
| 10821 | A.F. Emanov , V.S. Seleznev , A.A. Bakh | RESEARCHES OF STANDING WAVES IN STRUCTURES AS THE BASE OF THEIR PHYSICAL STATE DIAGNOSTIC [14WCEE] |
| 10822 | Jian-Min ZHANG, and FuqiangWANG | SIMULATION OF POST-LIQUEFACTION BEHAVIOR OF SAND CONSIDERING EFFECT OF WATER ABSORPTION IN SHEAR [14WCEE] |
| 10823 | F.R. Rofooei and E.R. Shamsi | On the Performance of 2 passive TMDs in Reducing the Seismic Response of 3-D Structural Models Considering the Soil-Structure Interaction [14WCEE] |
| 10824 | Chen, W.H. | Seismic Liquefaction of Layered-Subsoil with Two Adjacent Foundations [14WCEE] |
| 10825 | Gh. Tavakoli Mehrjardi | Bearing Capacity and settlement of ring footings [14WCEE] |
| 10826 | R.Paolucci M. Shirato M.T Yilmaz | SHAKING TABLE EXPERIMENTS AND SIMPLIFIED NUMERICAL SIMULATION OF A SHALLOW FOUNDATION TEST MODEL [14WCEE] |
| 10827 | Niu Qi-ying, Wu Yong-juan , Yan Wei-ze | SHAKING TABLE TESTS ON LIQUEFIABLE SANDY SOIL REINFORCED BY DIFFERENT LENGTH PILE [14WCEE] |
| 10828 | Ruizhi Wen, Dacheng Shi, Yefei Ren | SITE CLASSIFICATION BASED ON GEOLOGICAL GENESIS AND ITS APPLICATION [14WCEE] |
| 10829 | Fei SONG and Jian-Min ZHANG | Evaluation of Seismic Earth Pressures at the Passive Side [14WCEE] |
| 10830 | Guo Endong Shao Guangbiao Yu Shizhou and Zhang Lina | STUDY ON EARTHQUAKE RUPTURE RESPONSE OF OVERLYING SOIL SITE UNDER DIP-SLIP FAULT DISPLACEMENT [14WCEE] |
| 10831 | Liang Tang Pengju Xu Xianzhang Ling Xia Gao | SHAKING TABLE TEST AND NUMERICAL SIMULATION FOR SEISMIC SOIL-PILE-BRIDGE STRUCTURE INTERACTION IN LIQUEFIABLE GROUND [14WCEE] |
| 10832 | S. Kanoa, Y. Yokoi, Y. Sasaki and Y. Hata | A STUDY ON THE INFLUENCE OF BOUNDARY CONDITIONS ON THREE DIMENSIONAL DYNAMIC RESPONSES OF EMBANKMENTS [14WCEE] |
| 10833 | A. Taghavi, M. Kamalian, M.H. Baziar, A. Sohrabi-Bidar and M.K. Jafari | STARTING ESTIMATES OF SEISMIC SITE COEFFICIENTS ALONG 2D SEMI-ELLIPTICAL SHAPED HILLS [14WCEE] |
| 10834 | Subhamoy Bhattacharya, Suresh R Dash, Nilanjan Mitra, Sondipon Adhikari and Anthony Blakeborough | INVESTIGATION OF BENDING – BUCKLING INTERACTION OF PILES IN LIQUEFIABLE SOILS [14WCEE] |
| 10835 | S.N. Moghaddas Tafreshi and T. Nouri. A | SEISMIC STABILITY OF REINFORCED RETAINING WALL [14WCEE] |
| 10836 | Priyanshu Singh, Weiyu Chen, and Shahriar Vahdani | SOIL-STRUCTURE INTERACTION ANALYSIS FOR BURIED STRUCTURES IN SOFT, SLOPING SOILS - BART SAN FRANCISCO TRANSITION STRUCTURE [14WCEE] |
| 10837 | Masanori Hamada | A STUDY ON COUNTERMEASURES AGAINST LIQUEFACTION-INDUCED GROUND FLOW BEHIND SEAWALLS [14WCEE] |
| 10838 | Fujioka, Kazuyori; Yasuda, Susumu; Shiratori, Syotaro | Cyclic Soil Tests to Propose Appropriate Seismic Design Methods for Sliding Type and Slump Type Failures of Road Embankments [14WCEE] |
| 10839 | Wei-Yu Chen , Jacob Chacko , Shahriar Vahdani , and Tom Lee | SHORELINE STABILITY - SEISMIC RETROFIT OF BART SFTS [14WCEE] |
| 10840 | K.M. Rollins , M.E. Adsero, and D.A. Brown | USE OF JET GROUTING TO INCREASE LATERAL PILE GROUP RESISTANCE IN SOFT CLAY [14WCEE] |
| 10841 | Xiaoming YUAN, Rui SUN | A NEW METHOD FOR FAST IDENTIFICATION OF LIQUEFIED-SOIL SITE FROM SURFACE ACCELERATION RECORDS [14WCEE] |
| 10842 | A. H. Karbor-e- shyadeh and A. Soroush | A comparison between seismic behaviors of earth dams with inclined and vertical clay cores- a numerical analysis approach [14WCEE] |
| 10843 | A. A. Kerciku , S. Bhattacharya, H. J. Burd and Z. A. Lubkowski | FIXITY OF PILE FOUNDATIONS IN SEISMICALLY LIQUEFIED SOILS FOR BUCKLING CALCULATIONS – AN EIGENVALUE ANALYSIS [14WCEE] |
| 10844 | Qin, J.M.; Lu, L.; Wang, G.X. | Numerical Study of Localized Deformation in Granular Materials by Discrete Element Method [14WCEE] |
| 10845 | Unno, Toshiyasu | Liquefaction Potential Assessment for Unsaturated Soil Based on Liquefaction Mechanism of Unsaturated Sand [14WCEE] |
| 10846 | Fiorini, Emilia; Onida, Mauro;Borzi, Barbara; Pacor, Francesca; Luzi, Lucia; Meletti, Carlo; D'Amico, Vera; Marzorati, S.; Ameri, G. | Microzonation Study for an Industrial Site in Southern Italy [14WCEE] |
| 10847 | B.Siyahi, B.Akbas and N.Dogan Onder | EVALUATION OF LIQUEFACTION-INDUCED LATERAL SPREADING BY A NEURAL NETWORK (NN) MODEL [14WCEE] |
| 10848 | Mavituna, Onur; Teymur, Berrak | Effect of Improving Soil as a Countermeasure for Liquefaction [14WCEE] |
| 10849 | WANG Fu-tong, TAO Xia-xin, SUN Jing | INFLUENCE OF BACKFILL COHESION ON SEISMIC DISPLACEMENT OF GRAVITY RETAINING WALL [14WCEE] |
| 10850 | N. Mezouer, M. Hadid and Y. Bouhadad | SITE SPECIFIC EARTHQUAKE RESPONSE ANALYSIS, CASE STUDY: SEBAOU VALLEY - ALGERIA [14WCEE] |
| 10851 | V. Zania, Y. Tsompanakis and P.N. Psarropoulos | FAULT RUPTURE AND KINEMATIC DISTRESS OF EARTH FILLED EMBANKMENTS [14WCEE] |
| 10852 | V. Zania, Y. Tsompanakis and P. N. Psarropoulos | DYNAMIC BEHAVIOR OF GEOSYNTHETIC LINED WASTE IMPOUNDMENTS [14WCEE] |
| 10853 | Ramin Motamed , Vlatko Sesov, and Ikuo Towhata | SHAKING MODEL TESTS ON BEHAVIOR OF GROUP PILES UNDERGOING LATERAL FLOW OF LIQUEFIED SUBSOIL [14WCEE] |
| 10854 | Razmkhah, A.; Kamalian, M.; Sadroldini, S. M. A. | Application of Boundary Element Method to Study the Seismic Response of Triangular Hills [14WCEE] |
| 10855 | Razmkhah, A.; Kamalian, M.; Sadroldini, S.M.A. | A Direct Boundary Element Method Applied to Study the Seismic Response of Triangular Valleys [14WCEE] |
| 10856 | Makoto Nasu | EFFECT OF SANDY GROUND STRUCTURES UPON EARTHQUAKE-INDUCED DAMAGE TO VARIOUS OBJECTS [14WCEE] |
| 10857 | José Luis Rangel-Núñez, Alonso Gómez-Bernal, Jorge Aguirre-González, Emilio Sordo-Zabay and Enrique Ibarra-Razo | DYNAMIC RESPONSE OF SOFT SOIL DEPOSITS IMPROVED WITH RIGID INCLUSIONS [14WCEE] |
| 10858 | L. González , D. Lucas and T. Abdoun | CENTRIFUGE MODELING OF PILE FOUNDATIONS SUBJECTED TO LIQUEFACTION-INDUCED LATERAL SPREADING IN SILTY SAND [14WCEE] |
| 10859 | Patrick Wilson and Ahmed Elgamal | FULL SCALE BRIDGE ABUTMENT PASSIVE EARTH PRESSURE TESTS AND CALIBRATED MODELS [14WCEE] |
| 10860 | Pirooz Kashighandi, Scott J. Brandenberg, Jian Zhang, Yili Huo, and Minxing Zhao | Fragility of Older-vintage Continuous California Bridges to Liquefaction and Lateral Spreading [14WCEE] |
| 10861 | T. Takahara, S. Ohtsuka, K. Isobe, K. Sato and T. Horiguchi | Amplification properties of developed residential land for main shock and three aftershocks [14WCEE] |
| 10862 | Yusuke Egawa, Hidetoshi Tsuma, Kazuhiro Oda and Ken-ichi Tokida | Modified conventional estimation method of residual deformation of road embankment caused by earthquake [14WCEE] |
| 10863 | Kazuhiro Oda, Ken-ichi Tokida, Yusuke Egawa, Akinori Nakahira and Kohsuke Tanimura | IMPROVEMENT TECHNIQUE OF EARTHQUAKE RESISTANCE OF ROAD EMBANKMENT THROUGH NUMERICAL ANALYSES [14WCEE] |
| 10864 | A. Naderzadeh and R. Madani | Earthquake Induced Landslide Potential in Maku Dam Reservoir (NW Iran) [14WCEE] |
| 10865 | R. Pasquali, C.G. Lai and M. Corigliano | Seismic Analysis and Design of Blockwork-Wharf Structures [14WCEE] |
| 10866 | A. Bozorgzadeh, S. A. Ashford, and J. I. Restrepo | EFFECT OF BACKFILL SOIL TYPE ON STIFFNESS AND CAPACITY OF BRIDGE ABUTMENTS [14WCEE] |
| 10867 | J. Bolouri Bazaz and V. Besharat | AN INVESTIGATION ON SEISMIC ANALYSIS OF SHALLOW TUNNELS IN SOIL MEDIUM [14WCEE] |
| 10868 | Y. Tsompanakis , N.D. Lagaros , P. N. Psarropoulos and E.C. Georgopoulos | SEISMIC VULNERABILITY ASSESSMENT OF LARGE-SCALE GEOSTRUCTURES [14WCEE] |
| 10869 | Ghosh, Barnali; Bhattacharya, Subhamoy | Selection of Appropriate Input Motion for Foundation Design in Seismic Areas [14WCEE] |
| 10870 | YU Shizhou and TAMURA, Masahito, KOUICHI, Hayashi | EVALUATION OF LIQUEFACTION POTENTIAL IN TERMS OF SURFACE WAVE METHOD [14WCEE] |
| 10871 | S. Yasuda , K. Harada, N. Shinkawa and Y. Ariyama | SHAKING TABLE TESTS AND ANALYSES ON THE EVALUATION OF APPROPRIATE DENSIFICATION AREA AGAINST SOIL LIQUEFACTION [14WCEE] |
| 10872 | Y. Adachi, K. Urano, M. Mihara, M. Kawamura and S.Futagawa | FULL-SCALE MODEL TEST FOR EARTHQUAKE-RESISTANCE REINFORCEMENT OF PILE FOUNDATION USING GROUND SOLIDIFICATION BODY [14WCEE] |
| 10873 | B. K. Maheshwari, A. M. Kaynia and D. K. Paul | LIQUEFACTION SUSCEPTIBILITY OF SOILS IN HIMALAYAN REGION [14WCEE] |
| 10874 | H.P. Singh, B.K. Maheshwari, Swami Saran and D.K. Paul | EVALUATION OF LIQUEFACTION POTENTIAL OF POND ASH [14WCEE] |
| 10875 | Sun,Junjie; Wu, Zhijian; Qiu,Rendong; Xu, Shunhua; Wang, Lanmin | Static Friction Characteristics of Negative Skin Friction on Pile Induced by a Less Seismic Subsidence in Loess Field [14WCEE] |
| 10876 | J.X. Zhao and Jian Zhang | Profound 2-D amplification effects for sites with soft soil underlying stiff soil [14WCEE] |
| 10877 | Y. Hata, K. Ichii, S. Kano and T. Tsuchida | A PREPARATION ON PRACTICAL SEISMIC EVALUATION METHOD OF THE EXISTENT SLOPES [14WCEE] |
| 10878 | M.R. Ghayamghamian, T. Tobita and S. Iai | SEISMIC BEHAVIOR OF SMALL-SCALE BASIN USING CENTRIFUGE TESTING [14WCEE] |
| 10879 | Farhang Ostadan , Nan Deng, Orhan Gurbuz and Sanjeev Malushte | SEISMIC SOIL-STRUCTURE INTERACTION ANALYSIS INCLUDING GROUND MOTION INCOHERENCY EFFECTS [14WCEE] |
| 10880 | Nan Deng and Farhang Ostadan | RANDOM VIBRATION THEORY BASED SEISMIC SITE RESPONSE ANALYSIS [14WCEE] |
| 10881 | Ellen E. D. Haugen and Amir M. Kaynia | A COMPARATIVE STUDY OF EMPIRICAL MODELS FOR LANDSLIDE PREDICTION USING HISTORICAL CASE HISTORIES [14WCEE] |
| 10882 | K. MITSUJI | NUMERICAL SIMULATIONS FOR DEVELOPMENT OF LIQUEFACTION COUNTERMEASURES BY USE OF PARTIALLY SATURATED SAND [14WCEE] |
| 10883 | M. Soejima and J. Ejiri | A SIMPLE EVALUATION METHOD FOR EARTHQUAKE DAMAGE TO THE QUAY WALLS [14WCEE] |
| 10884 | Vijay K. Puri and Shamsher Prakash | PILE DESIGN IN LIQUEFYING SOIL [14WCEE] |
| 10885 | G. Vessia , J. Arias Truillo, S. Lopez-Querol, C. Cherubini, R. Blazquez, D. Foti | A NUMERICAL APPROACH FOR LIQUEFACTION POTENTIAL DEFINITION [14WCEE] |
| 10886 | M.Azadi and S.M.Mir Mohammad Hosseini | THE INFLUENCE OF TUNNELS ON THE NEARBY BUILDINGS UNDER SEISMIC LOADINGS CONDITIONS”, CASE STUDY: SHIRAZ UNDERGROUND-IRAN [14WCEE] |
| 10887 | W.H. Chen | Dynamic characters of Nanjing sand,GuanZhou sand ,Harbin sand and Lanzhou sand compared with Fujian sand [14WCEE] |
| 10888 | T. Tazoh, M. Sato, J. Jang and G. Gazetas | CENTRIFUGE TESTS ON PILE FOUNDATION-STRUCTURE SYSTEMS AFFECTED BY LIQUEFACTION-INDUCED SOIL FLOW AFTER QUAY WALL FAILURE [14WCEE] |
| 10889 | Wang You , Huang Liang and Wang Xing-hua | LARGE DEFORMATION ANALYSIS OF PILE FOUNDATION USING MESHLESS METHOD [14WCEE] |
| 10890 | N. Yoshida, S. Sawada and S. Nakamura | SIMPLIFIED METHOD IN EVALUATING LIQUEFACTION OCCURRENCE AGAINST HUGE OCEAN TRENCH EARTHQUAKE [14WCEE] |
| 10891 | Hao Tang and Guo-xing Chen | 3D VISUALIZATION FOR EARTHQUAKE-INDUCED SITE LIQUEFACTION POTENTIAL BASED ON VOLUME RENDERING AND GIS TECHNOLOGY [14WCEE] |
| 10892 | Feng Zhen, Wang Na | COMPUTATION OF ACTIVE EARTH PRESSURE OF COHESIVE BACKFILL ON RETAINING WALL CONSIDERING SEISMIC FORCE [14WCEE] |
| 10893 | Amir Mohammadi Vala and Reza Alaghebandian | Site Effects on Amplification of Earthquake in Southwest of Tehran [14WCEE] |
| 10894 | Liangcai He , Ahmed Elgamal , Masanori Hamada and Jorge Meneses | SHADOWING AND GROUP EFFECTS FOR PILES DURING EARTHQUAKE-INDUCED LATERAL SPREADING [14WCEE] |
| 10895 | T. Akhlaghi and M. Neishapouri | AN INVESTIGATION INTO THE PSEUDOSTATIC ANALYSES OF THE KITAYAMA DAM USING FE SIMULATION AND OBSERVED EARTHQUAKE-INDUCED DEFORMATIONS [14WCEE] |
| 10896 | X.M.Yang , Y.Chen and B.P.Yang | THREE-DIMENSION DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSIS USING THE SUBSTRUCTURE METHOD IN THE TIME DOMAIN [14WCEE] |
| 10897 | H. Nagase, A. Hirooka, S. Sawada, S. Nakamura and G. Inoue | CHARACTERISTICS OF LIQUEFACTION STRENGTH OF SAND UNDER OVER CONSOLIDATION AND LONG-TERM CONSOLIDATION CONDITIONS [14WCEE] |
| 10898 | Rajib Sarkar and B.K. Maheshwari | INFLUENCE OF SOIL NONLINEARITY AND LIQUEFACTION ON DYNAMIC RESPONSE OF PILE GROUPS [14WCEE] |
| 10899 | Weihua Li and Chenggang Zhao | ANALYTICAL SOLUTIONS OF THE SCATTERING OF PLANE WAVES BY LOCAL SITES WITH SATURATED SOIL [14WCEE] |
| 10900 | Gang HAO and T.M.H. Lok | Study of Shear Wave Velocity of Macao Marine Clay under Anisotropic Stress Condition [14WCEE] |