摘要
以宁波至奉化城际铁路工程为例,通过Midas Civil软件建立三维分析模型,按《城市轨道交通结构抗震设计规范》相关条文要求对车站结构在多遇、罕遇地震作用下的抗震性能进行分析,为基于轨道交通相关规范的横向双柱高架车站抗震性能研究提供了可供参考的分析全过程。
Taking Ningbo-Fenghua intercity railway project as example,a 3D analysis model is established by Midas Civil software.Analysis is carried out on the aseismic performance of station structure under common and rare seismic actions according to the relevant provisions in the Code for Seismic Design of Urban Rail Transit Structures,providing referrable full analysis process for research on aseismic performance of the horizontal double-column elevated station based on rail transit related specifications.
作者
姜利华
JIANG Lihua(China Railway Shanghai Design Institute Group Co.,Ltd.,200040,Shanghai,China)
出处
《城市轨道交通研究》
北大核心
2022年第12期88-93,100,共7页
Urban Mass Transit
关键词
轨道交通
高架车站
抗震性能
横向双柱
rail transit
elevated station
aseismic performance
horizontal double-column
