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contributor authorHector Jensen
contributor authorMehdi Setareh
contributor authorRalf Peek
date accessioned2017-05-08T20:54:29Z
date available2017-05-08T20:54:29Z
date copyrightDecember 1992
date issued1992
identifier other%28asce%290733-9445%281992%29118%3A12%283285%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31309
description abstractThe use of tuned mass dampers (TMDs) to reduce the vibrations of single‐degree‐of‐freedom systems with uncertain properties subjected to white‐noise random excitation is considered. The uncertainties of the system are modeled as random variables and are assumed to be time‐independent. The statistics of the system response are found by using a second‐order Taylor expansion or numerical integration methods. Using these methods and an optimization software the optimum design parameters of the TMD are computed. Validation calculations show that Taylor expansion can predict the system response for low and moderate levels of uncertainty in the system properties. It is found that parameter uncertainties may have a significant effect on the TMD efficiency. Finally, it is recommended that the “probabilistic tuning” approach described in this paper be used whenever there is a significant uncertainty in the system properties.
publisherAmerican Society of Civil Engineers
titleTMDs for Vibration Control of Systems with Uncertain Properties
typeJournal Paper
journal volume118
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1992)118:12(3285)
treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012
contenttypeFulltext


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