Shaking Table Test of a Long-span Continuous Girder Bridge

被引：0
|
作者：
Chen, Yanjiang [1 ]
Zhou, Daxing [1 ]
Yan, Weiming [1 ]
Tang, Zhenyun [1 ]
机构：
[1] Beijing Univ Technol, Beijing Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
来源：
TRENDS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 446-449卷
关键词：
Shaking Table Test; Continuous Girder Bridge; Soil and Structure Interaction; Damping Control; Lead shear Damper;
D O I：
10.4028/www.scientific.net/AMR.446-449.242
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Compared with middle-span bridges, seismic response of long-span bridges is more complicated, and so is seismic design. For example, influence of high order modes is obvious, as well as multi-support excitation, all kinds of nonlinear factors and soil and structure interaction (SSI). It is necessary to study on seismic behavior of a long-span continuous girder bridge. With the help of shake table array and substructure test technology, study on seismic performance of a long-span continuous girder bridge has been done and some useful conclusions have been got.
引用
收藏
页码：242 / 246
页数：5
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