摘要
通过对于地震高烈度区"桥-建"组合结构体系高架车站的两种模型的对比分析,讨论了按照现行铁路桥梁规范与建筑结构规范在抗震及构件设计等方面的差异,指出了现行一般设计方法可能存在的问题,同时提出了相关的建议。
Through comparison and analysis of two computational model for the elevated station of ' bridge-station' composite structure system in high intensity seismic region,discussed the difference at the seismic design and component design according to the current specification of railway bridge and building structure specification,pointed out the potential problems of current design method,and put forward relevant suggestions.
出处
《建筑结构》
CSCD
北大核心
2013年第S1期538-542,共5页
Building Structure
关键词
高架车站
“桥-建”组合结构
抗震设计
地震高烈度区
elevated subways station
'bridge-station'composite structure
seismic design
high intensity seismic region