Structural Damage Identification Method Based on Displacement Data

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Abstract:

Structural damage identification is a hot research topic in the field of building structural health monitoring, according to the problem of building structural damage is difficult to accurately identify, conducting the research of the abnormal monitoring data. In the summary and the research on the basis of the current domestic construction structure damage identification theory, this paper proposes a combined with finite element method based on displacement measurement data of structural damage identification methods, verified by the structure model building in PKPM finite element software, the method has higher recognition accuracy and operability and effectiveness.

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241-245

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August 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Two-stage Structural Damage Identification Method Based on Measured Displacements and Frequencies ,Huiyong GUO, Zhengliang LI,JOURNAL OF V IBRAT ION AND SHOCK,2007, Vo. l 26 No. 4,94-96.

Google Scholar

[2] George Hearn, Rene B. Testa, Modal Analysis for Damage Detection. Journal of Structural Engineering, ASCE, 1991, 117(10).

Google Scholar

[3] Fei CUI, Wancheng YUAN, Jiajun SHI, Damage Detection of Structures Based on Static Response Journal of Tongji University, 2000, 28(1): 5-8.

Google Scholar

[4] Z. H. Zong, T. L. Wang, D. Z. Huang, Z. F. Zheng. State-of-the-art Report of Bridge Health Monitoring. Journal of Fuzhou University (Natural Science). 2002, 30(2): 127-147.

Google Scholar

[5] Masoud Sanayei, Stephen F. Scampoli, Structural Element Stiffness Identification from Static Test Data. Journal of Engineering Mechanics, 1991, 117(5): 1021-1035.

DOI: 10.1061/(asce)0733-9399(1991)117:5(1021)

Google Scholar