SEISMIC PERFORMANCE EVALUATION OF RETROFITTED BRIDGE BY ISOLATION BEARINGS

被引:7
|
作者
Han, Kyoung-Bong [1 ]
Hong, Sung-Nam [1 ]
Park, Sun-Kyu [1 ]
机构
[1] Sungkyunkwan Univ, Dept Civil & Environm Engn, Suwon 440746, Gyeonggi Do, South Korea
来源
BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING | 2009年 / 4卷 / 03期
关键词
seismic performance evaluation; retrofit; existing bridges; seismic isolations; non-linear analysis; target level; ISOLATED BUILDINGS; QUALITY; CONSTRUCTION; BEHAVIOR; DAMPER;
D O I
10.3846/1822-427X.2009.4.134-142
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The seismic performance evaluation and retrofit process are very important in existing bridges. If the result is not appropriate, then retrofit process are required. Among various retrofit methods, the seismic isolation is a very useful method, because it can be applied by replacing old bridge bearings. In this study, the effectiveness of seismic isolation is rationally verified. For this purpose, two seismic isolations Used widely are selected and non-linear static and non-linear dynamic analyses are performed. The responses of existing bridges are compared with those of retrofitted bridge by seismic isolation bridge for earthquake of target level, and seismic performances are evaluated.
引用
收藏
页码:134 / 142
页数:9
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