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大跨桥梁结构的长周期地震响应分析
Analysis on long-period seismic responses for long-span bridge structure
【摘要】 以某大跨度斜拉桥为工程背景,采用ANSYS程序建立桥梁结构的三维有限元模型,选用两条典型的长周期地震波,对大跨桥梁结构进行地震反应分析,比较长周期地震波和普通地震波作用下桥梁结构反应的差异,探讨大跨桥梁结构的长周期行波效应问题。
【Abstract】 Taking a cable-stayed bridge project as background and using ANSYS procedure to make a 3-D finite element model,we take two pieces of usual seismic waves as excitations to study its seismic response.Furthermore,a comparison of structural response under long-period seismic waves and general seismic waves is developed,and also the long-period travelling effect of bridge structure is discussed.As a result,some conclusions which can be used in engineering are obtained.
【关键词】 大跨桥梁结构;
长周期地震波;
动力特性;
行波效应;
地震反应比较;
【Key words】 long-span bridge structure; long-period seismic wave; dynamic characteristic; travelling effect; comparison of seismic response;
【Key words】 long-span bridge structure; long-period seismic wave; dynamic characteristic; travelling effect; comparison of seismic response;
- 【文献出处】 河南城建学院学报 ,Journal of Henan University of Urban Construction , 编辑部邮箱 ,2012年02期
- 【分类号】U441.3
- 【网络出版时间】2012-05-09 10:44
- 【被引频次】3
- 【下载频次】87