Show simple item record

contributor authorZuo-Cai Wang
contributor authorWei-Xin Ren
contributor authorGen-Da Chen
date accessioned2017-05-08T22:00:48Z
date available2017-05-08T22:00:48Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29st%2E1943-541x%2E0000874.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68769
description abstractAnalytical mode decomposition (AMD) of a time series concerning any preselected bisecting frequency with Hilbert transform has been developed for closely spaced multicomponent signal decomposition. For this class of structures, it is often challenging, if not impossible, to apply empirical mode decomposition. In this study, the instantaneous structural frequencies are directly derived from the decomposed modal responses for systems with single and multiple degrees of freedom with both free and force vibrations, based on AMD combined with Hilbert transform analysis. The results show that the slow varying component of the instantaneous frequency of the signal is approximately equal to the instantaneous frequency of the systems for slowly time varying linear or weakly nonlinear structures. Both numerical simulations and experimental tests show that the proposed method is capable of tracking the frequency variations with high accuracy for time varying linear structures or weakly nonlinear structures.
publisherAmerican Society of Civil Engineers
titleTime-Varying Linear and Nonlinear Structural Identification with Analytical Mode Decomposition and Hilbert Transform
typeJournal Paper
journal volume139
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000832
treeJournal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record