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基于时程分析法的PC斜拉桥非线性地震响应分析
Earthquake response analysis for the PC cable-stayed Bridge by the time-history method
【摘要】 PC斜拉桥宜采用时程分析法进行抗震性能分析,时程分析中一些参数的选择会对分析结果产生较大影响,为合理地考虑这些影响因素,以具有实际工程意义的370 m跨径PC斜拉桥为研究对象,系统地进行地震响应分析,并根据分析结果对地震作用下结构动力特性的特点提出设计建议。
【Abstract】 The PC cable-stayed bridge should be analyzed by using the time-history method.The result of time-history analysis may be influenced by several parameters that should be adequately considered.In this paper,the span of 370 meters PC cable-stayed bridges is analyzed by using the time-history method.Detailed suggestions on how to choose these influencing factors and to design by the results of finite element method are put forward.
【关键词】 地震反应;
有限元;
时程法;
斜拉桥;
【Key words】 earthquake response; finite element; the time-history method; cable-stayed bridge;
【Key words】 earthquake response; finite element; the time-history method; cable-stayed bridge;
- 【文献出处】 黑龙江工程学院学报 ,Journal of Heilongjiang Institute of Technology , 编辑部邮箱 ,2008年01期
- 【分类号】U442.55;U448.27
- 【被引频次】1
- 【下载频次】102