contributor author | Chiu Jen Ku | |
contributor author | Jack Edward Cermak | |
contributor author | Li-Shu Chou | |
date accessioned | 2017-05-08T21:00:19Z | |
date available | 2017-05-08T21:00:19Z | |
date copyright | August 2007 | |
date issued | 2007 | |
identifier other | %28asce%290733-9445%282007%29133%3A8%281180%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35093 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | Biased Modal Estimates from Random Decrement Signatures of Forced Acceleration Responses | |
type | Journal Paper | |
journal volume | 133 | |
journal issue | 8 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(2007)133:8(1180) | |
tree | Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008 | |
contenttype | Fulltext | |