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contributor authorRichard Sause
contributor authorKyung-Sik Lee
contributor authorJames Ricles
date accessioned2017-05-08T22:41:03Z
date available2017-05-08T22:41:03Z
date copyrightNovember 2007
date issued2007
identifier other%28asce%290733-9399%282007%29133%3A11%281162%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86347
description abstractRate-independent and rate-dependent models are presented for the hysteretic shear stress-strain behavior of elastomeric damping materials. A rate-independent hysteretic model, called the general asymptote and power function (GAPF) model, is presented that simulates different types of hysteretic behavior depending on the selected asymptote function. A rate-dependent hysteretic model, formed from a parallel combination of the GAPF model and a dashpot, is also presented which simulates loading frequency dependent behavior in addition to strain amplitude dependent behavior. Closed-form expressions for the shear stress as a function of shear strain are provided for each model. The models are calibrated for three different damping materials, and good correlation between experimental and analytical hysteretic behavior is observed. The models are investigated under variable cyclic loading. To prevent unrealistic stress values (overshooting) after a small strain reversal followed by reloading, a sequential asymptote model is introduced, based on the GAPF model. The hysteretic models were incorporated into a finite-element program within an elastomeric damper element, and the results of nonlinear time history analyses of a building structure with elastomeric dampers under simulated earthquake loading are presented to illustrate behavior of the hysteretic models under several loading histories.
publisherAmerican Society of Civil Engineers
titleRate-Independent and Rate-Dependent Models for Hysteretic Behavior of Elastomers
typeJournal Paper
journal volume133
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2007)133:11(1162)
treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 011
contenttypeFulltext


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