西南交通大学学报 2006, 41(3) 349-354 DOI:     ISSN: 0258-2724 CN: 51-1277/U

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本文关键词相关文章
车-桥耦合振动
高墩
连续梁
自振特性
动载试验
本文作者相关文章
施洲
夏招广
葛玉梅
PubMed
Article by SHI Zhou
Article by XIA Zhaoguang
Article by GE Yumei

高墩大跨连续梁铁路桥动力试验

施洲1, 夏招广1, 葛玉梅2

1. 西南交通大学土木工程学院, 四川, 成都, 610031;
2. 西南交通大学应用力学与工程系, 四川, 成都, 610031

摘要

为检验桥跨结构的实际动力性能,对主跨100 m,墩高99 m的松头江连续梁铁路桥进行了全桥动力试验,测试其自振特性以及列车以不同速度通过桥跨和在桥上制动时桥跨结构的动力响应.将实测结果与车桥耦合振动分析结果进行了比较,二者基本相符.结果表明,该桥具有良好的竖向刚度、横向刚度和结构强度;列车在桥上运行时对桥跨结构有一定的冲击作用,而列车行车具有良好的安全性与舒适度.

关键词 车-桥耦合振动   高墩   连续梁   自振特性   动载试验  

Dynamic Loading Test of Railway Long-Span Continuous Beam Bridge with High Piers

SHI Zhou1, XIA Zhaoguang1, GE Yumei2

1. School of Civil Eng., Southwest Jiaotong University, Chengdu 610031, China;
2. Dept.of Appl.Mechanics and Eng., Southwest Jiaotong University, Chengdu 610031, China

Abstract:

In order to inspect the actual dynamic responses of a bridge structure,dynamic loading tests were carried out on the Songtoujiang bridge,a railway continuous beam bridge with a main span of 100 m and a pier of 99 m in high.The natural vibration and dynamic responses of this bridge structure were tested respectively under the conditions that a train passes by and brakes on the bridge at different velocities.In addition,the testing results were compared with the results of vehicle-bridge coupling vibration analyses to show their sameness.The research results show that the bridge has enough vertical stiffness,transverse stiffness and strength,and the safety and comfortability are good though the passing train has an impact to the bridge structure.

Keywords: vehicle-bridge coupling vibration   high pier   continuous beam bridge   natural vibration   dynamic loading test  
收稿日期 2005-09-05 修回日期  网络版发布日期  
DOI:
基金项目:

通讯作者:
作者简介: 施洲(1979- ),男,博士研究生,从事桥梁结构检测与荷载试验研究,电话:13688066587,E-mail:zshi01@sohu.com

参考文献:
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