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  

Study on Aseismic Performance of 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)

机构地区：[1]中铁上海设计院集团有限公司,上海200040

出　　处：《城市轨道交通研究》2022年第12期88-93,100,共7页Urban Mass Transit

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.

关 键 词：轨道交通 高架车站 抗震性能 横向双柱 

分 类 号：U233.4[交通运输工程—道路与铁道工程] U422.55