Seismic Response Analysis Methods For The Railway Bridge Across The Fault

被引:0
|
作者
Yang, Heng [1 ]
He, Zhongying [1 ]
机构
[1] Henan Univ, Sch Civil Engn & Architecture, Kaifeng 475000, Henan, Peoples R China
关键词
railway railway bridge; across faults; directivity effect; slip effect; displacement input model;
D O I
10.1109/ICSCSE.2018.00028
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
The characteristics of ground motion across faults include directivity effect and slip effect. The actual ground motion crossing faults was less, so it was necessary for us to synthetic it. Both the low frequency parts and the high frequency parts should be simulated based on the design response spectrum ground motion, then the two parts should be added. The seismic FEM of bridge crossing the fault could be established with the acceleration wave input and the displacement wave input. Finally, the appropriate method was proposed by comparing the results of the two different input models.
引用
收藏
页码:99 / 105
页数:7
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