YAO Zhi-yuan, WANG Feng-quan, ZHAO Chun-sheng. A Method of Online Damage Identification for Structures Based on Ambient Vibration[J]. Applied Mathematics and Mechanics, 2005, 26(2): 246-252.
Citation: YAO Zhi-yuan, WANG Feng-quan, ZHAO Chun-sheng. A Method of Online Damage Identification for Structures Based on Ambient Vibration[J]. Applied Mathematics and Mechanics, 2005, 26(2): 246-252.

A Method of Online Damage Identification for Structures Based on Ambient Vibration

  • Received Date: 2003-04-29
  • Rev Recd Date: 2004-09-28
  • Publish Date: 2005-02-15
  • A method of damage identification for engineering structures based on ambient vibration is put forward,in which output data are used only.Firstly,it was identification of the statistic parameters to associate with the exterior excitation for undamaged structures.Then it was detection and location of the structural damages for damaged structures.The ambient identification method includes a theoretical model and numerical method.The numerical experiment results show the method is precise and effective.This method may be used in health monitoring for bridges and architectures.
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  • [1]
    Thyagarajan S K,Schulz M J,Pai P F.Detecting structural damage using frequency response function[J].Journal of Sound and Vibration,1998,210(1):162—170. doi: 10.1006/jsvi.1997.1308
    [2]
    Abdo M A- B,Hori M.A numerical study of structural damage detection using changes in the rotation of mode shapes[J].Journal of Sound and Vibration,2002,251(2):227—239. doi: 10.1006/jsvi.2001.3989
    [3]
    Zou Y,Tong L,Steven G P.Vibration-based model-dependent damage (delimitation) identification and health monitoring for composite structures—A review[J].Journal of Sound and Vibration,2000,230(2):357—378. doi: 10.1006/jsvi.1999.2624
    [4]
    James G H,Garne T G.The natural excitation technique(NExT) for modal parameter extraction from operating structures[J].Internat J Analytical & Experimental Modal Analysis,1995,10(4):260—277.
    [5]
    Lee Usik,Shin Jinho.A frequency response function-based structural damage identification method[J].Computers and Structures,2002,80:117—132. doi: 10.1016/S0045-7949(01)00170-5
    [6]
    Luo H,Hanagud S.An integral equation for changes in the structural dynamics characteristics of damaged structures[J].Internat J Solids and Structures,1997,34(35/36):4557—4579. doi: 10.1016/S0020-7683(97)00038-3
    [7]
    Banks H T,Inman D J,Leo D J,et al. An experimentally validated damage detection theory in smart structures[J].Journal of Sound and Vibration,1996,191(5):859—880. doi: 10.1006/jsvi.1996.0160
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