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基于动力参数的桥梁工程结构损伤识别分析
引用本文:韩西,张伟. 基于动力参数的桥梁工程结构损伤识别分析[J]. 徐州建筑职业技术学院学报, 2005, 5(4): 5-8,32
作者姓名:韩西  张伟
作者单位:1. 重庆交通学院,桥梁及结构工程系,重庆,400074;重庆大学,重庆,400043
2. 重庆交通学院,桥梁及结构工程系,重庆,400074
摘    要:阐述了近几年基于结构动力参数的桥梁工程结构损伤识别的方法,对这些方法进行了评议,指出了在理论和实际应用中的优点及存在的问题.对一试验模型的模拟损伤进行了分析,认为:结构损伤前和不同损伤程度的各工况所获得的模态参数都不相同.并通过分析说明了动力参数检测方法的应用.

关 键 词:桥梁工程 动力参数 损伤识别 试验模型 柔度曲率
文章编号:1009-8992(2005)04-0005-04
收稿时间:2005-09-18
修稿时间:2005-09-18

Analysis of the Damage Identification of Bridge Structures Based on Kinetic Parameters
HAN Xi,ZHANG Wei. Analysis of the Damage Identification of Bridge Structures Based on Kinetic Parameters[J]. Journal of XUZHOU Institute of Architectural Technology, 2005, 5(4): 5-8,32
Authors:HAN Xi  ZHANG Wei
Abstract:An explanation is given, based on kinetic parameters, about the methods of the damage identification of bridge structures in recent years, and a comment is made on them. Pointed out are the merits and problems existing both in theories and practical application. After an analysis is carried out on the simulation damages of a test model, the view is held that there are quite differences among the modal parameters obtained under the working conditions before structural damages and in different damage degrees. Through analyzing, an explanation is made to the application of the kinetic parameter detection.
Keywords:bridge work   kinetic parameter   damage identification   test model   flexibility curvature
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