摘要
从土—结构相互作用模型出发,运用数值分析方法对行波作用下跨不同断层宽度的隧道结构进行了三维弹塑性分析,以研究其地震动力响应特性。从计算结果可得,在断层影响范围内隧道的水平位移、竖向位移和最大主应力均出现明显增大的现象;随着断层宽度的增加,其水平位移和竖向位移均变大,其两侧影响范围也变大,而其最大主应力变化不明显。
Based on soil-structure dynamic interaction model with elastic-plastic characteristics of materials taken into consideration,a three-dimensional numerical analysis by adopting time domain integration algorithm is applied to study the seismic responses of a tunnel crossing the fault under the action of traveling waves.Results indicate that horizontal displacement,vertical displacement and maximum principal stress are significantly increased in the area affected by faults;with the increase of the width of the fault,its horizontal and vertical displacement are larger and the scope of its influence is larger,while the maximum principal stress did not change significantly.
出处
《公路》
北大核心
2011年第10期233-237,共5页
Highway
基金
国家自然科学基金科学部主任基金项目
项目编号50848020
关键词
隧道
断层
位移
行波效应
地震响应
分析
tunnel
fault
deformation
traveling wave effect
seismic response
analysis
