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contributor authorMasri, Sami F.
contributor authorCaffrey, John P.
date accessioned2017-11-25T07:16:17Z
date available2017-11-25T07:16:17Z
date copyright2017/22/2
date issued2017
identifier issn0021-8936
identifier otherjam_084_04_041005.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4233931
description abstractAn analytical study is presented of the covariance kernels of a damped, linear, two-degrees-of-freedom (2DOF) system which resembles a primary system that is provided with an auxiliary mass damper (AMD), in addition to an “inerter” (a device that imparts additional inertia to the vibration damper, hence magnifying its effectiveness without a significant damper mass addition). The coupled 2DOF system is subjected to nonstationary stochastic excitation consisting of a modulated white noise. An exponential function, resembling the envelope of a typical earthquake, is considered. Results of the analysis are used to determine the dependence of the peak transient mean-square response of the system on the damper/inerter tuning parameters, and the shape of the deterministic intensity function. It is shown that, under favorable dynamic environments, a properly designed auxiliary damper, encompassing an inerter with a sizable mass ratio, can significantly attenuate the response of the primary system to broad band excitations; however, the dimensionless “rise-time” of the nonstationary excitation substantially reduces the effectiveness of such a class of devices (even when optimally tuned) in attenuating the peak dynamic response of the primary system.
publisherThe American Society of Mechanical Engineers (ASME)
titleTransient Response of a SDOF System With an Inerter to Nonstationary Stochastic Excitation
typeJournal Paper
journal volume84
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4035930
journal fristpage41005
journal lastpage041005-10
treeJournal of Applied Mechanics:;2017:;volume( 084 ):;issue: 004
contenttypeFulltext


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