城市地下交通隧道纵向地震反应分析  

Longitudinal direction seismic response analysis of city underground traffic tunnel

作　　者：高相青 姜柱[1,2] 田砾[1] 

机构地区：[1]青岛理工大学土木工程学院,青岛266033 [2]青岛艾璧希建筑科技咨询公司,青岛266033

出　　处：《建筑结构》2013年第S2期100-103,共4页Building Structure

摘　　要：城市地下交通隧道作为地下结构,其地震响应的特点与地面结构有很大的不同:自振特性表现的不很明显,地震反应主要受周围土体的相对变形所控制。应用反应位移法对某地下交通隧道进行了纵向地震反应分析,探讨了隧道连接设计对地震反应的影响。The seismic response of the city underground traffic tunnel is very different compare with the superstructure, which is without obvious self vibration characteristic and the response is mainly controlled by the relative deformation of surrounding soil.In this paper,the response displacement method was adopted to reveal the longitudinal direction seismic response of an underground traffic tunnel.The influence on seismic response by the tunnel connection design was discussed too.

关 键 词：隧道 纵向 地震分析 反应位移法 

分 类 号：U452.28[建筑科学—桥梁与隧道工程]