Optimal allocation and seismic isolation effect analysis of high-damping rubber bearing for Beam Bridge

被引:0
作者
Wang, Wei-shan [1 ,2 ]
Zhang, Yu-min [1 ,3 ]
Wang, Wei-rong [2 ]
机构
[1] Changan Univ, Sch Highways, Xian 710064, Shaanxi, Peoples R China
[2] Xian Highway Res Inst, Xian 710064, Shaanxi, Peoples R China
[3] Xian ShiYou Univ, Sch Mech Engn, Xian 710061, Shaanxi, Peoples R China
来源
PROCEEDINGS OF THE 2017 2ND INTERNATIONAL CONFERENCE ON MACHINERY, ELECTRONICS AND CONTROL SIMULATION (MECS 2017) | 2017年 / 138卷
关键词
Beam Bridge; seismic response; high-damping rubber bearing; BASE-ISOLATED BUILDINGS;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
As the seismic isolation technique was widely use in aseismic design of bridges, the high-damping rubber bearing were applied to many bridges in order to reduce the seismic response of bridge. Compare the seismic isolation effect of different model high-damping rubber bearing and laminated rubber bearing, the optimal proposal of bearings has been suggested. Sliding bearings used on side piers caused the earthquake distributed unevenly among piers, as changed to high-damping rubber bearing, the seismic response of bridge have effectively controlled into allowable range.
引用
收藏
页码:18 / 22
页数:5
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