Modeling and analysis methods of bridges and their effects on seismic responses: II - implementation

被引：0
|
作者：
Chen, Y. [1 ]
机构：
[1] The Pennsylvania State Univ, Middletown, United States
来源：
Computers and Structures | 1996年 / 59卷 / 01期
关键词：
Bridges - Computer simulation - Earthquake effects - Foundations - Seismic waves - Soil mechanics;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Implementation of the theory on the subject discussed in Part I is presented in this part. There are 12 representative continuous bridges considered in the parametric studies. The effects of important system parameters, including modeling technique, analysis method, soil- foundation interaction, and bridge skew on seismic responses are evaluated and discussed in detail.
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页码：99 / 114
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