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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 被引量:1

DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION
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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。 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.
作者 谢强 赵亮
出处 《工业建筑》 CSCD 北大核心 2005年第12期94-96,共3页 Industrial Construction
关键词 损伤识别 框架结构 数值模拟 振动试验 damage identification frame structures numerical simulation vibration test
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参考文献4

  • 1Flint 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
  • 2Chen J C.Intellingent Monitoring System for Suspension Bridge Damage Detection.Proceedings of Bridges into the 21th Century Conference.Hong Kong:1995
  • 3Morassi A,Rovere N.Localizing a Notch in a Steel Frame from Frequency Measurements.Journal of Engineering Mechanics,ASCE,1997,124(5):422~432
  • 4Lam 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

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