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Monitoring of Bridges Based on Vibration Frequencies

 Monitoring of Bridges Based on Vibration Frequencies
Author(s):
Presented at 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012, published in , pp. 605-609
DOI: 10.2749/222137912805110907
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This paper outlines research aimed at developing an effective and reliable monitoring method for structural damage identification. A computational procedure for the direct iteration technique based...
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Bibliographic Details

Author(s):
Medium: conference paper
Language(s): English
Conference: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012
Published in:
Page(s): 605-609 Total no. of pages: 6
Page(s): 605-609
Total no. of pages: 6
DOI: 10.2749/222137912805110907
Abstract:

This paper outlines research aimed at developing an effective and reliable monitoring method for structural damage identification. A computational procedure for the direct iteration technique based on the non-linear perturbation theory is proposed to identify structural damage, when information about only natural frequencies for the damaged structure is required. The presented damage identification technique is applied to several concrete girder bridges of different ages in Croatia. It is found that the proposed approach is quite sensitive to the quality of measured natural frequencies for structural damage identification due to the ill-conditioned system of governing equations.

Keywords:
bridges monitoring vibration frequencies structural damage identification