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地铁车站与高架桥整体分析
引用本文:肖敬华,李鹏,舒胜武,石端文.地铁车站与高架桥整体分析[J].铁道建筑技术,2011(10):84-89.
作者姓名:肖敬华  李鹏  舒胜武  石端文
作者单位:1. 湖北省交通规划设计院,武汉,430051
2. 湖北省武汉市斫口区建筑管理站,武汉,430030
3. 中铁第四勘察设计院集团有限公司,武汉,430080
摘    要:以武汉市一座地铁车站及高架桥共建体为研究对象,借助于SAP2000软件建立该车站与高架桥的分析模型,对该结构进行整体有限元计算,将所得计算结果作为评定该工程共建方案可行性的主要依据。

关 键 词:地铁车站  高架桥  模态参数  非线形时程分析

The Overall Analysis of The Subway Station and The Overpass
Xiao Jinghua,Li Peng,Shu Shengwu,Shi Duanwen.The Overall Analysis of The Subway Station and The Overpass[J].Railway Construction Technology,2011(10):84-89.
Authors:Xiao Jinghua  Li Peng  Shu Shengwu  Shi Duanwen
Institution:Xiao Jinghua1,Li Peng1,Shu Shengwu2,Shi Duanwen3(1.Communications Planning and Design Institute of Hubei Province,Wuhan 430051,China,2.Wuhan Qiaokou Construction management station,Wuhan 430030,3.China Railway 4th Survey and Design Institute Group Co.Ltd.,Wuhan 430080,China)
Abstract:In this paper,the structures of a subway station and overpass are viewed as the research object in Wuhan.We build the overall model of the subway station and the overpass by means of SAP2000 software,which make the analysis of the overall finite element method for the structure,and the obtained results will be considerd as a main measure which evaluate the feasibility of the combination project.Meanwhile,this paper can also provide some reference for the design of similar projects in the future.
Keywords:subway station  overpass  modal parameters  nonlinear time-history analysis
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