contributor author | Zuo-Cai Wang | |
contributor author | Wei-Xin Ren | |
contributor author | Gen-Da Chen | |
date accessioned | 2017-05-08T22:00:48Z | |
date available | 2017-05-08T22:00:48Z | |
date copyright | December 2013 | |
date issued | 2013 | |
identifier other | %28asce%29st%2E1943-541x%2E0000874.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68769 | |
description abstract | Analytical 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. | |
publisher | American Society of Civil Engineers | |
title | Time-Varying Linear and Nonlinear Structural Identification with Analytical Mode Decomposition and Hilbert Transform | |
type | Journal Paper | |
journal volume | 139 | |
journal issue | 12 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)ST.1943-541X.0000832 | |
tree | Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012 | |
contenttype | Fulltext | |