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contributor authorT.-S. Chang
contributor authorM. P. Singh
date accessioned2017-05-08T22:41:35Z
date available2017-05-08T22:41:35Z
date copyrightJune 2009
date issued2009
identifier other%28asce%290733-9399%282009%29135%3A6%28581%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86687
description abstractModels of varying complexities are being used to represent the frequency-dependent dynamic force deformation characteristics of viscoelastic dampers. More sophisticated models with real or complex fractional derivatives can definitely capture the frequency-dependent properties better. However, since these advanced models add complexity in the analysis of structures, the use of two classical models—a Kelvin chain and a Maxwell ladder—consisting of usual dashpots and springs is suggested. In this technical note, we provide explicit steps and necessary formulas to calculate the parameters of these two proposed models to provide desired frequency-dependent characteristics represented by the storage and loss moduli.
publisherAmerican Society of Civil Engineers
titleMechanical Model Parameters for Viscoelastic Dampers
typeJournal Paper
journal volume135
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2009)135:6(581)
treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 006
contenttypeFulltext


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