2101 | Yuming DING, Sean XIAO, Samson CHAN and Roger WOODHEAD | SEISMIC DESIGN OF THE CUT AND COVER TUNNEL OF THE CANADA LINE RAPID TRANSIT [14WCEE] |
2102 | Nor Hayati Abdul Hamid and Azli Shah Ali Bashah | DAMAGE AVOIDANCE DESIGN OF WAREHOUSE BUILDINGS USING THE PRECAST HOLLOW CORE WALLS SYSTEM [14WCEE] |
2103 | Zhou-yi Chen , Jiayan Lei, and Zhupeng Zheng | RESEARCH ON CCRST COLUMNS USED IN SEISMIC REGIONS [14WCEE] |
2104 | Sugeng WIJANTO and Takim ANDRIONO | STATE OF THE ART : RESEARCH AND APPLICATION OF PRECAST / PRESTRESSED CONCRETE SYSTEMS IN INDONESIA [14WCEE] |
2105 | Yao, Xiao-Fei; Zhai, Min-Gang; Xu, Yue; Zhang, Jing-Zhen; Ding, Yi-Jie | Study on Safety Degree for Existing Concrete Girder Bridge Members based on Calculated Reliability [14WCEE] |
2106 | A. Adnan, M.Suhatriland M.T. Ismail | SEISMIC PERFORMANCE OF SULTAN AZLAN SHAH BRIDGE IN PERAK UNDER LOW EARTHQUAKE GROUND MOTION [14WCEE] |
2107 | R. Monteiro, R. Ribeiro, M. Marques, R. Delgado and A. Costa | PUSHOVER ANALYSIS OF RC BRIDGES USING FIBER MODELS OR PLASTIC HINGES [14WCEE] |
2108 | M. Neaz Sheikh and Frédéric Légeron | OPTIMAL TARGET PERFORMANCE FOR COST- EFFECTIVE SEISMIC DESIGN OF BRIDGES [14WCEE] |
2109 | M. Neaz Sheikh and Frédéric Légeron | SEISMIC ASSESSMENT OF HOLLOW CORE CONCRETE BRIDGE PIERS [14WCEE] |
2110 | P. Benson Shing, Minho Kwon, Chip Mallare, and Jose Restrepo | TORSIONAL CAPACITIES OF CAP BEAMS IN ELEVATED TRANSPORTATION STRUCTURES [14WCEE] |
2111 | Olmos, Bertha A.; Roesset, Jose M. | Soil Structure Interaction Effects on Base Isolated Bridges [14WCEE] |
2112 | A. Dall’Asta, E. Tubaldi and L. Ragni | INFLUENCE OF ABUTMENT RESTRAINTS ON THE SEISMIC RESPONSE OF MULTI-SPAN CONTINUOUS BRIDGES [14WCEE] |
2113 | P.P. Diotallevi, O. Manfroni and C. Belmonte | DYNAMIC IDENTIFICATION OF A TIMBER FOOTBRIDGE SUBJECT TO VIBRATION TESTS [14WCEE] |
2114 | M. Kuhn, M. Bimschas, A. Dazio | INFLUENCE OF SOIL FLEXIBILITY ON THE BEHAVIOR OF EXISTING BRIDGES IN REGIONS OF MODERATE SEISMICITY [14WCEE] |
2115 | M. Bimschas and A. Dazio | LARGE SCALE QUASI-STATIC CYCLIC TESTS OF EXISTING BRIDGE PIERS [14WCEE] |
2116 | T. Nakano and Y. Ohta | Non-linear Dynamic Response Analysis of Bridge crossing Earthquake Fault Rupture Plane [14WCEE] |
2117 | Takao OKADA and Shigeki UNJOH | SHAKE TABLE TESTS FOR BRIDGE MODEL USING STRUCTURAL RESPONSE CONTROL DEVICES [14WCEE] |
2118 | Chavez, Hidalgo; Alvarez, Jose J. | Seismic Performance of a Long Span Arch Bridge Taking Account of Fluctuation of Axial Force [14WCEE] |
2119 | Dyi-Wei Chang, Yew-Tsang Lin, Dzong-Chwang Dzeng, Cheng-Wei Lin | Pushover Analysis of Curved Steel Bridges for Evaluating Seismic Performance and Unseating Prevention [14WCEE] |
2120 | Chang, Dyi-Wei; Lee, Tzu-Ying; Wang, Jaw-Lieh; Lai, Jenn-Chuan | A Multi-Function Unseating Prevention Device for Isolated Bridges [14WCEE] |
2121 | Nakamura, Masataka; Suzumura, Jun-ichi; Hanada, Kazufumi | An Estimation Method of Frequency Response Functions and Its Application to Microtremor [14WCEE] |
2122 | HISASHI NAKAO, KATSUYOSHI NOZAKA and KAZUYUKI IZUNO | EFFECT OF UNSEATING PREVENTION CABLE FOR CONTINUOUS GIRDER BRIDGES [14WCEE] |
2123 | Houman Ghalibafian, Ricardo O. Foschi, and Carlos E. Ventura | PERFORMANCE-BASED ASSESSMENT OF THE EFFECTS OF SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF BRIDGE PIERS: A PROPOSED METHODOLOGY [14WCEE] |
2124 | Quanwan Li and Yue Li | PERFORMANCE-BASED SEISMIC EVALUATION OF LONG-SPAN BRIDGES IN CHINA [14WCEE] |
2125 | Tongxiang AN and Osamu KIYOMIYA | EXPERIMENTAL STUDY ON FOUR-SPAN RAHMEN BRIDGE WITH SLIDING-TYPE SEISMIC ISOLATION FOUNDATION [14WCEE] |
2126 | Yang Jie and Li Aiqun | Cable supported bridge damage location based on modified BP neural networks [14WCEE] |
2127 | J.M. Jara, A. Galván, I. Aguilar, M. Jara, and H. Hernández | SEISMIC VULNERABILITY OF AN ISOLATED BRIDGE IN MEXICO [14WCEE] |
2128 | V. Phung and D. Lau | THREE-DIMENSIONAL NONLINEAR DEGRADING MODEL FOR EARTHQUAKE RESPONSE ANALYSES OF CONCRETE BRIDGES [14WCEE] |
2129 | Abdel Raheem, Shehata E.; Hayashikawa, Toshiro | Innovative Control Strategy for Seismic of Bridge Structures Pounding Mitigation [14WCEE] |
2130 | T. Isaković and M. Fischinger | PUSHOVER ANALYSIS OF A TWO-SPAN MULTICOLUMN BENT RC BRIDGE, EXPERIMENTALLY TESTED ON THREE SHAKE TABLES [14WCEE] |
2131 | A. Fäcke, M. Baur, and F.H. Schlüter | Assessment of Bridge Performance - Seismic Isolation versus Ductility [14WCEE] |
2132 | A.RAHAI and M.AREZOUMANDI | EFFECT OF VERTICAL MOTION OF EARTHQUAKE ON RC BRIDGE PIER [14WCEE] |
2133 | LI Jian-zhongand LIANG Zhi-yao, JIAO Chi-yu | Investigation on Rational Analytical Model of Tall Bridge Pier [14WCEE] |
2134 | Goutam Mondal and Sudhir K. Jain | EFFECT OF NONLINEARITY IN PIER AND WELL FOUNDATION ON SEISMIC RESPONSE OF BRIDGES [14WCEE] |
2135 | QI Xing-jun, LI Xiao-jun | Analysis of seismic mitigation elastic-plastic passive control for continuous beam bridge [14WCEE] |
2136 | G. Adhikari L. Petrini and G. M. Calvi | IS DIRECT DISPLACEMENT BASED DESIGN VALID FOR LONG SPAN BRIDGES? [14WCEE] |
2137 | Yuan HUA and Taiquan ZHOU | SEISMIC ANALYSIS OF JIUJIAPENG BRIDGE UNDER EXCITATION OF TRAVELLING WAVE [14WCEE] |
2138 | J.A. Abdalla and A.S. Mohammed | DYNAMIC CHARACTERISTICS OF LARGE REINFORCED CONCRETE DOMES [14WCEE] |
2139 | CHEN Shuli, SU Mubiao and LIU Yuhong, WANG Qingmin | Vibration Remote Monitoring System of Continuous Steel Truss girder for the Wuhu Yangtze River Bridge [14WCEE] |
2140 | V. Terzic, K. Mackie, and B. Stojadinovic | EXPERIMENTAL EVALUATION OF THE RESIDUAL AXIAL LOAD CAPACITY OF CIRCULAR BRIDGE COLUMNS [14WCEE] |
2141 | J. Ruiz-García, J. Y. Moreno, and I.A. Maldonado | EVALUATION OF EXISTING MEXICAN HIGHWAY BRIDGES UNDER MAINSHOCK-AFTERSHOCK SEISMIC SEQUENCES [14WCEE] |
2142 | Nurdan Memisoglu Apaydın, Yavuz Kaya | FREE VIBRATION DIFFERENCES BETWEEN TRAFFIC AND NO TRAFFIC CONDITION ON SUSPENSION BRIDGE [14WCEE] |
2143 | K. Konakli and A. Der Kiureghian | EFFECT OF MODAL TRUNCATION IN MULTIPLE SUPPORT RESPONSE SPECTRUM ANALYSIS OF BRIDGES [14WCEE] |
2144 | S. Suriya Prakash, A. Belarbi and A. Ayoub | BEHAVIOR OF RC BRIDGE COLUMNS UNDER CYCLIC LEXURAL-TORSIONAL LOADINGS WITH MODERATE SHEAR [14WCEE] |
2145 | Yoshihisa Okada, Yoshimi Ogawa, Minoru Hiroshima and Takahiro Iwatate | APPLICATION OF SWAY-ROCKING MODEL TO RETROFIT DESIGN OF BRIDGES [14WCEE] |
2146 | A. Aviram, K. Mackie, and B. Stojadinovic | EPISTEMIC UNCERTAINTY OF SEISMIC RESPONSE ESTIMATES FOR REINFORCED CONCRETE BRIDGES [14WCEE] |
2147 | G. Ghosh, Y. Singh and S.K. Thakkar | A COMPARATIVE STUDY OF THERMAL AND SEISMIC BEHAVIOUR OF A BRIDGE WITH TRADITIONAL AND ISOLATION BEARINGS [14WCEE] |
2148 | R. Tuladhar, H. Mutsuyoshi and T. Maki | SEISMIC BEHAVIOR OF CONCRETE BRIDGE PIER CONSIDERING SOIL-PILE-STRUCTURE INTERACTION [14WCEE] |
2149 | Kai Zhang, Xi Zhu and Cheng Jiang | AN APPLICATION OF SEISMIC FINANCIAL RISK ASSESSMENT OF THREE-SPAN CONTINUOUS RIGID FRAME BRIDGE [14WCEE] |
2150 | C. Gómez-Soberón, J. M. Alonso and J. M. Gómez | INFLUENCE OF THE SUBSTRUCTURE IRREGULARITY IN HIGHWAY BRIDGE SEISMIC BEHAVIOUR [14WCEE] |
2151 | Jiao chi-yu, Li jian-zhong, Fan li-chu | Nonlinear Seismic Response Analysis and Seismic Performance Evaluation of A Reinforced-Concrete Cable-Stayed Bridge Tower Using IDA Method [14WCEE] |
2152 | Zeynep Firat Alemdar, JoAnn Browning and Jeffrey Olafsen, Nick Hunt | MONITORING RC BRIDGE COLUMN HINGING WITH PHOTOGRAMMETRY [14WCEE] |
2153 | Carlos Mendez Galindo , Toshiro Hayashikawa and Daniel Ruiz Julian | SEISMIC DAMAGE DUE TO CURVATURE EFFECT ON CURVED HIGHWAY VIADUCTS [14WCEE] |
2154 | Jiang, Hui; Zhu, Xi | Performance-Based Seismic Design of RC Bridge Pier Taking into Account of Energy Demand [14WCEE] |
2155 | Liu, Bao-Dong; Li, Peng-Fei; Chen, Hai-Bo | SEISMIC DESIGN OF TWO NEW YORK BRIDGES [14WCEE] |
2156 | W. Quan, H.N. Li and X.Z. Liu | SEISMIC RESPONSE OF LARGE-SPAN CABLE-STAYED BRIDGE UNDER MULTI-COMPONENT MULTI-SUPPORT EARTHQUAKE EXCITATION [14WCEE] |
2157 | Kaizhong Xie and Limin Sun | Study on Collapse-mechanism of Long Span and High-pier Continuous Rigid Frame Bridges during Strong Earthquake [14WCEE] |
2158 | G.P. Lignola, A. Prota, G. Manfredi and E. Cosenza | ANALYSIS OF REINFORCED CONCRETE HOLLOW PIERS BEHAVIOR: BENEFITS OF FRP CONFINEMENT [14WCEE] |
2159 | Mohamed Omar, Toshiro Hayashikawa and Shehata E. Abdel Raheem | SEISMIC RESPONSE ANALYSIS OF CABLE-STAYED BRIDGE TOWERS WITH ISOLATED BASE [14WCEE] |
2160 | Azlan Adnan, Sophia C. Alih, Rozaina Ismail | THE APPLICATION OF ARTIFICIAL NEURAL NETWORK IN PREDICTING BRIDGE CONDITION BASED ON SEISMIC ZONATION [14WCEE] |
2161 | Norman, James A.P.; Crewe, Adam J. | Development and Control of a Novel Test Rig for Performing Multiple Support Testing of Structures [14WCEE] |
2162 | S. T. Song and Y. H. Chai | DISPLACEMENT-BASED SEISMIC DESIGN OF EXTENDED PILE-SHAFTS FOR BRIDGE STRUCTURES [14WCEE] |
2163 | A.M. Mwafy, O-S Kwon and A.S. Elnashai | INELASTIC SEISMIC RESPONSE OF A 59-SPAN BRIDGE WITH SOIL-STRUCTURE INTERACTION [14WCEE] |
2164 | D.M. Yan and G.D. Chen | SEISMIC PERFORMANCE EVALUATION OF THE BILL EMERSON CABLE-STAYED BRIDGE WITH MEASURED ACCELERATION RECORDS [14WCEE] |
2165 | Liu, Bao-Dong; Li, Peng-Fei; Chen, Hai-Bo | Seismic Analysis for Concrete Continuous Beam Bridges in Transverse Direction [14WCEE] |
2166 | Akbar Vasseghi | SEISMIC RESPONSE OF SHORT AND MEDIUM SPAN BRIDGES EQUIPPED WITH ENERGY DISSIPATING SHEAR KEYS [14WCEE] |
2167 | Z. Yan, C.P. Pantelides, and L.D. Reaveley | SEISMIC RETROFIT OF BRIDGE COLUMNS USING FIBER REINFORCED POLYMER COMPOSITE SHELLS AND SHAPE MODIFICATION [14WCEE] |
2168 | J.F. Jia and J.P. Ou | SEISMIC ANALYSES OF LONG-SPAN CABLE-STAYED BRIDGES SUBJECTED TO NEAR-FAULT PULSE-TYPE GROUND MOTIONS [14WCEE] |
2169 | Can Akogul and Oguz C. Celik | EFFECT OF ELASTOMERIC BEARING MODELING PARAMETERS ON THE SEISMIS DESIGN OF RC HIGHWAY BRIDGES WITH PRECAST CONCRETE GIRDERS [14WCEE] |
2170 | SEXTOS, Anastasios, MACKIE, Kevin, STOJADINOVIC, Bozidar and TASKARI, Olympia | SIMPLIFIED P-y RELATIONSHIPS FOR MODELING EMBANKMENT ABUTMENT SYSTEMS OF TYPICAL CALIFORNIA BRIDGES [14WCEE] |
2171 | A.G. Sextos and O. Taskari | COMPARATIVE ASSESSMENT OF ADVANCED COMPUTATIONAL TOOLS FOR EMBANKMENT-ABUTMENT-BRIDGE SUPERSTRUCTURE INTERACTION [14WCEE] |
2172 | GARCÍA Pedro,GARCÉS Francisco,GENATIOS Carlos, LAFUENTE Marianela | DAMAGE IDENTIFICATION OF SIMPLY-SUPPORTED BEAM USING MODAL DATA [14WCEE] |
2173 | Yoshimi OGAWA | Killer Pulses of Hazardous Earthquake Motions and Transition of Natural Periods of Buildings [14WCEE] |
2174 | D.S. Wang , Q.H. Ai, H.N. Li , B.J. Si and Z.G. Sun | Displacement based seismic design of RC bridge piers: Method and experimental evaluation [14WCEE] |
2175 | AI Qinghua, WANG Dongsheng, LI Hongnan, SUN Zhiguo | EVALUATION OF THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE BRIDGE COLUMNS BASED ON PLASTIC HINGE MODEL [14WCEE] |
2176 | Qian Li, Kehai Wang, Zhenyu Jiang | Discussion on Dynamic Characteristics of Extra dosed Cable-stayed Bridge [14WCEE] |
2177 | Chen, Jianli; Qu, Shuying; Hou, Xingmin | The Application of Inclinometer in Natural Characteristics Testing of Beamed Bridges [14WCEE] |
2178 | V.G. Bardakis and M.N. Fardis | DISPLACEMENT-BASED SEISMIC DESIGN OF CONCRETE BRIDGES [14WCEE] |
2179 | T. Harada, T. Nonaka, H. Wang, K. Magoshi, and M. Iwamura | A NONLINEAR DYNAMIC SOIL FOUNDATION INTERACTION MODEL USING FIBER ELEMENT METHOD AND ITS APPLICATION TO NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF CABLE STAYED BRIDGE [14WCEE] |
2180 | Shehata E. ABDEL RAHEEM, T. HAYASHIKAWA and U. DORKA | SPATIAL VARIATION EFFECTS ON SEISMIC RESPONSE CONTROL OF CABLE-STAYED BRIDGES [14WCEE] |
2181 | Zhou Guoliang, Qi Xingjun | Research on Seismic Response Characteristics of Rigid Frame Bridges [14WCEE] |
2182 | Valdebenito, Galo E.; Aparicio, Angel C. | Effect of Variation of the Stay Prestressing Forces on the Seismic Response of Cable-Stayed Bridges [14WCEE] |
2183 | Gokhan Pekcan and Ahmed Abdel-Mohti | Seismic Response of Skewed RC Box-Girder Bridges [14WCEE] |
2184 | M.Sarafraz and F.Danesh | FLEXURAL ENHANCEMENT OF RC COLUMNS WITH FRP [14WCEE] |
2185 | Yang Fengli, Zhong Tieyi and Xia He | OPTIMIZATION STUDY ON THE DESIGN PARAMETERS OF SEISMIC ISOLATED BEARING FOR RAILWAY BRIDGES [14WCEE] |
2186 | V.R. Panchal and R.S. Jangid | SEISMIC ISOLATION OF BRIDGE USING VARIABLE CURVATURE FRICTION PENDULUM SYSTEM [14WCEE] |
2187 | C.T. Georgakis and X. Barrau | SEISMIC PERFORMANCE OF MULTI-SPAN RC RAILWAY BRIDGES [14WCEE] |
2188 | TENG Jun DONG Zhijun | Research on energy spectrum of elastic SDOF [14WCEE] |
2189 | Ming-ming JIA, Da-gang LU, Su-mei ZHANG, Shou-lan JIANG | MODAL AND CYCLIC PUSHOVER ANALYSIS FOR SEISMIC PERFORMANCE EVALUATION OF BUCKLING-RESTRAINED BRACED STEEL FRAME [14WCEE] |
2190 | Deyin JIN and Yuji ITO | SIMULATE REVERSED NON-LINEAR HYSTERETIC RELATIONSHIPS BY FINITE STATE MACHINE [14WCEE] |
2191 | M.S. Marefat and M.Sh. Farzanian | EVALUATION OF MOMENT REDISTRIBUTION DEMAND IN CONTINUOUS CONSTRUCTIONS UNDER GRAVITY AND SEISMIC LOADS [14WCEE] |
2192 | Osamu FURUYA and Hiroshi KURABAYASHI | RESEARCH AND DEVELOPMENT OF VIBRATION ATTENUATION TECHNIQUE FOR LIGHT WEIGHT STRUCTURE [14WCEE] |
2193 | ZhiYong Yang, JiFeng Huang, Hong Shao | THE USE OF NONLINEAR STATIC AND DYNAMIC METHODS IN HIGH-RISE BUILDINGS UNDER RARE EARTHQUAKE [14WCEE] |
2194 | D. V. Syntzirma, S. J. Pantazopoulouand M. Aschheim | LOAD HISTORY EFFECTS ON DEFORMATION CAPACITY OF FLEXURAL MEMBERS LIMITED BY BAR BUCKLING [14WCEE] |
2195 | ITO Shinji, YAMASHITA Tadamichi, SHIRAYAMA Atsuko and KENSUKE Baba | THE EFFECTS OF HIGH DUCTILE STRUCTURES WITH EMBEDDED FOUNDATION INCLUDING SOIL-STRUCTURE INTERACTION [14WCEE] |
2196 | J. Vaculik and M.C. Griffith | TIME-HISTORY ANALYSIS FOR UNREINFORCED MASONRY WALLS IN TWO-WAY BENDING [14WCEE] |
2197 | Marin Kostov, Georgi Varbanov, Antoaneta Kaneva, Nina Koleva | SEISMIC RISK OF LARGE DAMS IN BULGARIA [14WCEE] |
2198 | S. Sabouri-Ghomi and P. Ebadi | Concept improvement of behavior of X-Bracing systems by using Easy-Going Steel [14WCEE] |
2199 | S.Y. Zhang and Z.Y. Zhang | SECTION DESCRIPTION BASED ON SECTION INTRINSIC TIMES FOR MEMBER MODELING [14WCEE] |
2200 | JIANG Jun YOU Bing , HU Ming HAO Jiping LI Yangcheng | SEISMIC DESIGN OF A SUPER HIGH-RISE HYBRID STRUCTURE [14WCEE] |