摘要
针对柳林大桥桥梁概况,对大桥进行了抗震研究,并介绍了地震反应谱分析方法的基本原理,通过建立柳林大桥全桥有限元模型和反应谱分析,评估了大桥地震作用下的位移和内力响应。
Aiming at the general situation of Liulin Bridge, seismic study of bridge was carried out, and the dement principle of earthquake response spectrum analysis method was introduced. By building finite element model of Liulin Bridge and response spectrum analysis, the shift and internal force response under the earthquake effect of bridge was evaluated.
出处
《山西建筑》
2008年第21期19-20,共2页
Shanxi Architecture
关键词
地震
有限元
反应谱分析
恒载
earthquake, finite dement, response spectrum analysis, dead load