厦漳跨海大桥北汊主桥抗震性能研究  

Research on Seismic Performance of Main Bridge in Northern Bay of Xiamen-Zhangzou Crossing Sea Bridge

作　　者：刘怀林[1] 黄福伟[1] 兰海燕[1] 

机构地区：[1]招商局重庆交通科研设计院有限公司,重庆400067

出　　处：《公路交通技术》2012年第5期54-61,共8页Technology of Highway and Transport

基　　金：973课题资助项目(2010CB736103)

摘　　要：厦漳跨海大桥北汊主桥是主跨780 m的连续钢箱梁双塔斜拉桥,场地地震基本烈度高达Ⅶ度,其抗震设计非常复杂,且无规范可循,为此开展专门研究。以JTG/T B02-01—2008《公路桥梁抗震设计细则》为指导,从抗震设防标准、地震动输入、动力有限元建模、抗震性能评价、抗震构造措施检查等方面,对厦漳跨海大桥北汊主桥抗震性能研究进行介绍,为类似桥梁抗震设计提供参考。Main bridge in northern bay of Xiamen-Zhangzhou Crossing Sea Bridge is a continuous steel box girder twin-tower cable-stayed bridge with 780m main span,the basic seismic intensity is up to VII degree,so anti-seismic design is very complicated and no specifications are followed.For this reason special research must be developed.This paper under guidance of JTG/T B02-01-2008 ＂Detailed Rules for Anti-seismic Design of Highway Bridges＂ introduces research on seismic performance of main bridge in northern bay of Xiamen-Zhangzhou Crossing Sea Bridge from aspects of seismic fortification criteria,dynamic seismic input,dynamic finite element modeling,evaluation for seismic performance and check of seismic structure measures,etc.to provide a reference for seismic design of similar bridges.

关 键 词：公路桥梁抗震 抗震设计指南 抗震设防标准 抗震设计 抗震性能研究 

分 类 号：U448.27[建筑科学—桥梁与隧道工程]