Study of the seismic performance of expansion double spherical seismic isolation bearings for continuous girder bridges

被引:0
|
作者
Tianbo Peng
Xuntao Yu
Zhennan Wang
Lei Han
机构
[1] Tongji University,State Key Laboratory of Disaster Reduction in Civil Engineering
[2] Tongji University,Department of Bridge Engineering
来源
Earthquake Engineering and Engineering Vibration | 2012年 / 11卷
关键词
double spherical seismic isolation (DSSI) bearing; seismic isolation; seismic performance; continuous girder bridge;
D O I
暂无
中图分类号
学科分类号
摘要
The development of an expansion double spherical seismic isolation (DSSI) bearing by modifying the fixed DSSI bearing is described in this paper. The expansion DSSI bearing is characterized by its good energy dissipation and horizontal displacement capacity and has been successfully integrated into the seismic design of several important engineering projects in China. It is envisioned to be used as a substitute for ordinary expansion bearings in continuous girder bridges to distribute the longitudinal earthquake action among all the piers. Its development, configuration and working mechanism are introduced first. The test method and the seismic performance of an expansion DSSI bearing are then briefly described. A theoretical analysis followed by a numerical analysis for an actual four-span continuous girder bridge are provided as an example, and it is concluded that the expansion DSSI bearing can be integrated into the seismic design of continuous girder bridges.
引用
收藏
页码:163 / 172
页数:9
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