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contributor authorHae Young Noh
contributor authorK. Krishnan Nair
contributor authorDimitrios G. Lignos
contributor authorAnne S. Kiremidjian
date accessioned2017-05-08T21:59:28Z
date available2017-05-08T21:59:28Z
date copyrightOctober 2011
date issued2011
identifier other%28asce%29st%2E1943-541x%2E0000426.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68290
description abstractThis paper introduces three wavelet-based damage-sensitive features (DSFs) extracted from structural responses recorded during earthquakes to diagnose structural damage. Because earthquake excitations are nonstationary, the wavelet transform, which represents data as a weighted sum of time-localized waves, is used to model the structural responses. These DSFs are defined as functions of wavelet energies at particular frequencies and specific times. The first DSF (
publisherAmerican Society of Civil Engineers
titleUse of Wavelet-Based Damage-Sensitive Features for Structural Damage Diagnosis Using Strong Motion Data
typeJournal Paper
journal volume137
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000385
treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 010
contenttypeFulltext


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