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Frontiers of Structural and Civil Engineering >> 2011, Volume 5, Issue 1 doi: 10.1007/s11709-010-0069-3
Experimental study of structural damage identification based on modal parameters and decay ratio of acceleration signals
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China
Abstract
Keywords
damage assessment ; decay ratio of acceleration signals (DRAS) ; wavelet transform (WT) ; modal analysis ; reinforced concrete beam ; beat phenomenon
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