PaperNO | Paper |
2 |
COMPOSITE GROUND PILE FOUNDATION COMBINED WITH PILES AND IMPROVED GROUND
Takahiro Yamanashi, Koichi Tomisawa, Seiichi Miura
improved soil, lateral resistance, Pile foundation, seismic performance
|
3 |
INCREMENTAL DYNAMIC ANALYSIS FOR BI-DIRECTIONAL SEISMIC PERFORMANCE OF ISOLATED BRIDGES
Yuki Ebisawa, Ji Dang, Akira Igarashi
bi-directional interaction, Incremental dynamic analysis, Isolated bridge, seismic performance
|
4 |
EVALUATION FOR MULTI-LEVEL PERFORMANCE OF TALL REINFORCED CONCRETE BRIDGE COLUMNS
Zhongguo Guan, Jianzhong Li
limit states, reinforced concrete, tall bridge columns
|
262 |
STUDY ON THE METHODOLOGY FOR RELIABILITY-BASED BRIDGE DESIGN CONSIDERING THE EQUIVALENT SCOUR LOAD
Chun-Chung Chen, Chi-Ying Lin, Kuo-Chun CHANG, Chih-Hao Chen
equivalent load effect, fragility curves, lateral capacity, Pile foundation, scour
|
264 |
FEASIBILITY STUDY OF NEW RC ON THE SEISMIC DESIGN OF BRIDGE COLUMN
Kuang-Yen Liu
Column, High strength concrete, High strength reinforcement, seismic performance
|
6 |
SHAKE TABLE TEST OF A BRIDGE MODEL SUPPORTED ON ELASTOMERIC PAD BEARINGS
Jianzhong Li, Hu Tang, Zhongguo Guan
bridge model design, elastomeric pad bearings, Numerical analysis, reinforced concrete shear keys, seismic performance, shake table tests, sliding effect
|