首页 | 本学科首页   官方微博 | 高级检索  
     检索      

基于性能的大跨径斜拉桥主塔概率地震风险分析
引用本文:武芳文,孟园英,薛成凤,杨源源,纪全有.基于性能的大跨径斜拉桥主塔概率地震风险分析[J].世界地震工程,2018,34(3):023-31.
作者姓名:武芳文  孟园英  薛成凤  杨源源  纪全有
作者单位:长安大学 公路学院, 陕西 西安 710064
摘    要:地震作用下,若斜拉桥主塔发生损伤,将使整体损伤风险明显提高。因此对斜拉桥主塔进行地震易损性分析来评定主塔的抗震能力,进而评估斜拉桥主塔在设计基准期内的地震损伤风险,具有重要的工程和经济意义。本文通过SAP2000有限元分析软件对某斜拉桥主塔进行了纵横向的地震易损性及危险性分析,结合地震易损性和危险性分析推导出概率地震风险函数,进而开展了斜拉桥的概率地震风险分析。分析结果证明,在100年设计基准期内,纵桥向或横桥向地震作用下,本文斜拉桥"H"型主塔均满足E3水准抗震设防要求。

关 键 词:斜拉桥  地震易损性分析  地震危险性分析  概率地震风险分析  基于性能的抗震设计

Performance-based seismic risk analysis of long-span cable-stayed bridge tower
WU Fangwen,MENG Yuanying,XUE Chengfeng,YANG Yuanyuan,JI Quanyou.Performance-based seismic risk analysis of long-span cable-stayed bridge tower[J].World Information On Earthquake Engineering,2018,34(3):023-31.
Authors:WU Fangwen  MENG Yuanying  XUE Chengfeng  YANG Yuanyuan  JI Quanyou
Institution:School of Highway, Chang’an University, Xi’an 710064, Shanxi, China
Abstract:If the main tower that mainly bear load is damaged under the action of earthquake, the overall damage risk of cable-stayed bridge will be significantly increased. Therefore, we needed to assess the seismic resistance of the main tower through the seismic vulnerability analysis, and then assess the seismic risk of the main tower in the design reference period, which had important engineering and economic significance This paper analyzed the seismic vulnerability analysis and seismic hazard analysis of the main tower through SAP2000 finite element analysis software. Based on the analysis of seismic vulnerability analysis and seismic hazard analysis, the probability seismic risk function was deduced, and the probability seismic risk analysis of the main tower was carried out. It showed that during the 100-year design base period, the "H" type main pylon of the cable-stayed bridge meets the requirements of E3 standard seismic fortification under the effect of longitudinal or transverse earthquake.
Keywords:cable-stayed bridge  vulnerability analysis  seismic hazard snalysis  probabilistic seismic risk analysis  performance-based seismic design
本文献已被 CNKI 等数据库收录!
点击此处可从《世界地震工程》浏览原始摘要信息
点击此处可从《世界地震工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号