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斜拉桥主梁应变监测数据分析
引用本文:周毅,孙利民,闵志华.斜拉桥主梁应变监测数据分析[J].振动与冲击,2011,30(4):230-235.
作者姓名:周毅  孙利民  闵志华
作者单位:1. 同济大学 土木工程防灾国家重点实验室,上海 200092
摘    要:基于健康监测系统的桥梁养护管理是保证其安全运营的重要科学手段,对监测数据进行分析以把握结构的特性和状态是一个必须的环节.结合东海大桥主航道斜拉桥健康监测的工程实践,用经验模态分解(EMD)法对结构健康监测系统实测的跨中应变数据进行了分析.首先将应变数据的动态响应成分和静态响应成分进行了分离.基于动态应变响应识别了结构模态频率,基于静态应变响应获得了过桥车辆数目的信息.结果表明,采用EMD方法可以实现对实测应变动静响应成分的分离,动静响应成分均具有较高的利用价值.

关 键 词:斜拉桥    健康监测    数据分析    经验模态分解    应变  
收稿时间:2009-11-19
修稿时间:2010-3-17

Girder strain analysis of a cable-stayed bridge
ZHOU Yi,SUN Li-min,MIN Zhi-hua.Girder strain analysis of a cable-stayed bridge[J].Journal of Vibration and Shock,2011,30(4):230-235.
Authors:ZHOU Yi  SUN Li-min  MIN Zhi-hua
Affiliation:(1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China)
Abstract:Strain data measured with a structural health monitoring system for the main navigation channel cable-stayed bridge Donghai Bridge were analyzed.By using empirical mode decomposition(EMD),a one-hour strain response of the middle section of the girder was decomposed into an oscillation component(dynamic response) and a trend component(static response).The structural modal frequencies were obtained from the dynamic strain response and simultaneously the traffic flow was estimated based on the static strain re...
Keywords:cable-stayed bridge  health monitoring  data analysis  empirical mode decomposition(EMD)  strain  
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