基于模态灵敏度分析的框架结构损伤识别:数值模拟与试验研究

谢强; 赵亮

doi:10.13204/j.gyjz200512026

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基于模态灵敏度分析的框架结构损伤识别:数值模拟与试验研究

doi: 10.13204/j.gyjz200512026

谢强,
赵亮

1.
1. 同济大学建筑工程系上海 200092;
2.
2. 中冶集团建筑研究总院深圳分院深圳 518054

详细信息

作者简介:
谢强男 1971年11月出生工学博士

中图分类号: TU323.5
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- 文章访问数: 45
- HTML全文浏览量: 1
- PDF下载量: 79
- 被引次数: 0
出版历程
- 收稿日期: 2005-02-20
- 刊出日期: 2005-12-20

DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION

1.
1. Department of Structural Engineering,Tongji University Shanghai 200092;
2.
2. Shenzhen Branch,Central Research Institute of Building and Construction of MCC Gruop Shenzhen 518054

摘要

摘要: 从数值模拟和试验方面进行了灵敏度分析的结构损伤识别方法的验证，数值模拟分析了3种情况下的识别精度和结果，对框架结构模型进行了试验研究。数值模拟和试验研究结果清楚地表明：对于剪切型结构，利用灵敏度分析的方法可以确定损伤的位置，同时确定损伤的程度。
- 损伤识别 /
- 框架结构 /
- 数值模拟 /
- 振动试验
Abstract: In order to verify the modal sensitivity based on damage identification method, numerical simulation is performed in three types of cases.This method is further evaluated by vibration test of a frame model.Numerical simulation and experimental verification clearly show that for the shear buildings, damage severity and locations can be detected by the method.
- damage identification /
- frame structures /
- numerical simulation /
- vibration test

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参考文献(5)

Flint A R,Mc Fadyen A N,Lau C K,et al.Wind and Structural Health Monitoring Systems(WASHNS) for Lantau Fixed Crossing,Proceedings of Bridges into the 21th Century Conference.Hong Kong:1995

[2] Chen J C.Intellingent Monitoring System for Suspension Bridge Damage Detection.Proceedings of Bridges into the 21th Century Conference.Hong Kong:1995

[3] Morassi A,Rovere N.Localizing a Notch in a Steel Frame from Frequency Measurements.Journal of Engineering Mechanics,ASCE,1997,124(5):422～432

[4] Lam H F,Ko J M,Wong C W.Localization of Damaged Structural Connections Based on Experimental Model and Sensitivity Analysis.Journal of Sound and Vibration,1998,210(1):91～115

[5] 谢强.建筑结构健康监测若干基础问题的试验研究及分析:[博士学位论文].上海:同济大学,2001

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