PaperNO | Paper |
73 |
A PROBABILISTIC PERFORMANCE-BASED SEISMIC RISK ASSESSMENT METHODOLOGY FOR BRIDGE INVENTORIES
Kandasamy Vishnukanthan, David T. Lau, Siva Sivathayalan
Bridges, Concrete columns, Fragility relationships, Performance-based earthquake engineering, Seismic Hazard, seismic risk, Time history analysis
|
81 |
LOADING TESTS AND LONG-TERM MONITORING ON
Zheng-Kuan Lee, Chun-Chung Chen, Hsiao-Hui Hung, Yu-Chi Sung, Lu-Sheng Lee
bridge loading test, deflected shape measurement, optic fiber sensor
|
163 |
Analytical Study on the Effect of Friction on Vibration Characteristics of A Flexural Failure Type RC Bridge Column (C1-1) Based on E-Defense Excitation
Zhongqi Shi, Kenji Kosa, Tatsuo Sasaki
dynamic analysis, E-Defense excitation, flexural failure, friction
|
88 |
PROPOSAL OF THE DETAILED MODELING METHOD FOR DISSIPATION DEVICE INSTALLED WITH OBLIQUE DIRECTION IN BRIDGE STRUCTURE
Joon-Ho Choi, Koichi Hozoji, Hitoshi Yatsumoto
Bridge structure, Dissipation device, dynamic analysis, Horizontal oblique direction, Modeling method
|
84 |
HORIZONTAL STIFFNESS EVALUATION ON ROLLER BEARING SUPPORT BASED ON FAILURE TESTS AND APPLICATION TO DYNAMIC ANALYSES OF CURVED BRIDGES
Joon-Ho Choi
Analytical model, Curved bridge, Failure test, Roller bearing support, Seismic analysis
|
211 |
SEISMIC RESPONSE ANALYSIS OF CROSS FRAME WITH BRACINGS IN INVERTED V-SHAPE AT GIRDER END
Daichi Ariyama, Masahide Matsumura, Takashi Yamaguchi
cross frame, load carrying capacity, pushover analysis, seismic response analysis
|
263 |
SHAKING TABLE TEST OF A CALBE STAYED BRIDGE MODEL WITH DOUBLE CONCRETE PYLONS
Yan Xu
cable stayed bridge, concrete pylon, seismic performance, shaking table test
|
269 |
TESTING AND MODELING OF A36 AND STAINLESS STEEL BUCKLING-RESTRAINED BRACES UNDER NEAR-FAULT LOADING CONDITIONS
Joel Lanning, Chia-Ming Uang
Buckling-restrained brace, cyclic modeling, mild steel, near-fault ground motion, stainless steel
|