Damage identification of a segment of a box-section girder subject to a moving Load

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Damage identification of a segment of a box-section girder subject to a moving Load

This paper proposes a substructural damage identification approach based on a dynamic response reconstruction technique using the unit impulse response function in the wavelet domain. The relationship between two sets of time-domain response vectors from the substructure subject to a moving load is...

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Bibliographic Details
Main Authors:	Law, S., Li, Jun
Format:	Conference Paper
Published:	2011
Online Access:	http://hdl.handle.net/20.500.11937/4410

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