摘要
为弄清楚带有地下室大型复杂结构的抗震性能,本文针对天津站交通枢纽工程,分别取结构典型的横向及纵向剖面,应用大型通用有限元分析软件ANSYS,建立了结构-桩-土体系相互作用的有限元模型,采用动力时程分析方法,研究体系在水平地震作用下的弹塑性动力反应规律,分析结构在地震动作用下的位移和内力的分布;并与假定刚性基础周边土简化为弹簧的结构模型的计算结果进行比较,通过两种模型的地震反应的对比分析,得到了一些有益的结论。
In order to understand the seismic performance of the large complex structure with basement, the structure-pile-soil finite element model of two typical cross sections of the Tianjin Transportation Junction were established by using the ANSYS software. The elasto-plastic time history analysis was made, and the seismic responses of the whole system under the horizontal seismic load were got. Comparing the results of the seismic response with the rigid foundation model, some reasonable conclusions are drawn.
出处
《地震工程与工程振动》
CSCD
北大核心
2008年第5期163-169,共7页
Earthquake Engineering and Engineering Dynamics
基金
天津市重大科技项目(07FDZDSF01200)
关键词
交通枢纽
结构-桩-土相互作用
动力时程分析
地震反应
Tianjin Transportation Junction
structure-pile-soil interaction
time history analysis
seismic response
