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contributor authorAh Lum
contributor authorHong
contributor authorFilippo
contributor authorUbertini
contributor authorRaimondo
contributor authorBetti
date accessioned2017-05-08T21:44:03Z
date available2017-05-08T21:44:03Z
date copyrightJune 2013
date issued2013
identifier other%28asce%29em%2E1943-7889%2E0000533.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61011
description abstractThis paper investigates the model order determination problem in the identification of dynamic characteristics of long-span bridges subjected to ambient excitation. Based on a stochastic state-space model framework, a new approach for state variable estimation is proposed, which is developed for the purpose of properly determining the order of a mathematical model of the structure under consideration. Comparing the newly developed approach with existing ones, their performances for system identification are evaluated with respect to their ability to highlight structural properties against noise ones in terms of the solution of a singular value problem, from a theoretical point of view and in applications to numerical and field measurements of a suspension bridge. From these applications, it is demonstrated that the newly developed approach is the most effective among the existing ones in discriminating structural modes, including weakly excited and closely spaced modes, from noise ones in terms of singular values, even when dealing with low signal-to-noise ratio signals and nonwhite wind excitation.
publisherAmerican Society of Civil Engineers
titleNew Stochastic Subspace Approach for System Identification and Its Application to Long-Span Bridges
typeJournal Paper
journal volume139
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000524
treeJournal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 006
contenttypeFulltext


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