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contributor authorDebra S. Larson
contributor authorApostolos Fafitis
date accessioned2017-05-08T22:37:33Z
date available2017-05-08T22:37:33Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290733-9399%281995%29121%3A2%28289%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84194
description abstractA new, passive, dissipation element that utilizes Coulomb friction between slipping elements to brake horizontal building motions has been recently introduced. In concept, the device is composed of a large number of staggered braking rods that approximate a continuous pattern. Its behavior is highly nonlinear, and the numerical integration method must be used to study the dynamic response of structures damped with this device. An oscillator damped by a simple Coulomb-damped mass consisting of a single massless rod, however, will yield closed-form solutions. This paper presents a closed-form solution for the slip-stick behavior of the proposed system. Conditions for the three steady-state motions, as well as analytical and numerical results, are also presented.
publisherAmerican Society of Civil Engineers
titleSlip-Stick Steady-State Solution for Simple Coulomb-Damped Mass
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1995)121:2(289)
treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


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