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桥梁健康监测技术的适用性
引用本文:张启伟,周艳.桥梁健康监测技术的适用性[J].中国公路学报,2006,19(6):54-58.
作者姓名:张启伟  周艳
作者单位:同济大学,桥梁工程系,上海,200092
摘    要:为了掌握桥梁在各种工作环境下的结构行为和状态,并利用监测信息及早发现桥梁的异常或损伤,在总结了多座斜拉桥病害特点的基础上,以1座典型斜拉桥的有限元模型模拟了多种可能的损伤情形,并通过计算得到各种损伤情况下的结构动、静力反应及其变化。通过对损伤引起的结构变化和现代监测技术的工作性能及环境对结构行为影响的比较,调查典型桥梁健康监测方法的适用性。结果表明:以目前的监测手段获得的数据难以用来实现桥梁的损伤预警。

关 键 词:桥梁工程  健康监测  数值模拟  结构损伤  响应  动力特性
文章编号:1001-7372(2006)06-0054-05
收稿时间:2006-03-11
修稿时间:2006年3月11日

Applicability of Bridge Health Monitoring Technology
ZHANG Qi-wei,ZHOU Yan.Applicability of Bridge Health Monitoring Technology[J].China Journal of Highway and Transport,2006,19(6):54-58.
Authors:ZHANG Qi-wei  ZHOU Yan
Institution:Department of Bridge Engineering, Tongji University, Shanghai 200092, China
Abstract:In order to investigate the structural behavior and status of bridges in various working conditions,and to know the abnormality or damage of bridges by using detection information,a finite element model of a classical cable-stayed bridge was used to simulate the possible damage scenarios.The changes in the static deformation and stress distribution as well as the dynamic characteristics of the bridge model due to damage were analyzed.By the comparison of the damage-caused structural changes working behavior of modern monitoring techniques and the influence of environment on structure,the applicability of typical bridge health monitoring system was revealed.Results show that using datum acquired with current monitoring techniques can hardly realize alarming of bridge damage.
Keywords:bridge engineering  health monitoring  numerical simulation  structural damage  response  dynamic characteristic
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