正文
《结构与土木工程前沿(英文)》 >> 2011年 第5卷 第1期 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
摘要
关键词
damage assessment ; decay ratio of acceleration signals (DRAS) ; wavelet transform (WT) ; modal analysis ; reinforced concrete beam ; beat phenomenon
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