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土-结构相互作用地铁车站三维有限元分析
引用本文:巨建民,徐越.土-结构相互作用地铁车站三维有限元分析[J].大连交通大学学报,2014(1):60-63.
作者姓名:巨建民  徐越
作者单位:大连交通大学土木与安全工程学院,辽宁大连1160288
摘    要:采用有限元分析方法对大连南关岭地铁车站结构强度大变形问题进行了三维分析.获得了地铁车站结构在上压力,浮力,恒、活荷载等综合载荷作用下位移量及其对比关系,土-车站结卡勾的相互作用对柱、侧墙等结构应力的分布情况的影响.与以往地下乍站二维模型分析结果对比,三维模型更合理,更全面,更接近工程实际.较真实地反映了地铁车站结构的变形受力特点.

关 键 词:地铁车站  土压力  应力分布  土-车站结构耦合

Finite Element Analysis of Three-Dimensional Soil-Structure Interaction Subway Station
JU Jian-min,XU Yue.Finite Element Analysis of Three-Dimensional Soil-Structure Interaction Subway Station[J].Journal of Dalian Jiaotong University,2014(1):60-63.
Authors:JU Jian-min  XU Yue
Institution:(School of Civil and Safety Engineering, Dalian Jiaotong University, Dalian 116028, China)
Abstract:Using finite element analysis method, large deformation problem of Dalian South GuanLing subway station is analyzed. The displacement and their contrast relationship of the subway station structure in the soil pressure, buoyancy, constant, live load, and other comprehensive loads are obtained, meanwhile the distribu- tion of structural stress of columns and side walls is also derived. Comparing to previous underground station 2d model, this 3d model is more reasonable and comprehensive, in which the distortion of the structure and mechanical characteristics can be reflected truly.
Keywords:subway station  soil pressure  stress distribution  soil/station coupling
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