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contributor authorChiu Jen Ku
contributor authorJack Edward Cermak
contributor authorLi-Shu Chou
date accessioned2017-05-08T21:00:19Z
date available2017-05-08T21:00:19Z
date copyrightAugust 2007
date issued2007
identifier other%28asce%290733-9445%282007%29133%3A8%281180%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35093
description abstractThe following study investigates a parameter identification problem of a linear dynamic system resulting from forced acceleration responses without any knowledge of input forces. When such a forced acceleration response is used by the random decrement technique, the formed random decrement signature of the acceleration response has an additional amount from the random decrement signature of the input force. The random decrement signatures obtained from a three degrees of freedom dynamic system excited by white noise forces are used to show the identification problem using the Ibrahim time domain algorithm. Results reveal that the random decrement signatures of the white noise forces corrupt the random decrement signatures of the acceleration responses, leading to the biased estimates of the modal parameters, especially for the damping estimates. To avoid the random decrement signatures of input forces in the random decrement signatures of the forced acceleration responses, a solution is provided for the use of the random decrement technique.
publisherAmerican Society of Civil Engineers
titleBiased Modal Estimates from Random Decrement Signatures of Forced Acceleration Responses
typeJournal Paper
journal volume133
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2007)133:8(1180)
treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
contenttypeFulltext


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