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contributor authorRobert H. Allen
contributor authorX. Duan
date accessioned2017-05-08T20:55:59Z
date available2017-05-08T20:55:59Z
date copyrightJuly 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A7%281146%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32279
description abstractWe report on the free and harmonically forced vibration responses of a rigid block rotating on a rigid surface. For free vibration, we compare the approximate quarter period for an initially open block with the exact quarter period, which we derive to be an elliptic integral of the first kind. The difference between the two periods increases as a block becomes less slender; however, the approximate solution improves as a function of an increasing initial rotation. The maximum error is 2.0% for a single segment of rotation for practical geometries. For harmonic excitation, we compare ensembles of time histories for linear and nonlinear responses. The poorly conditioned nature of the system emerges prominently when very small amplitude ( <10
publisherAmerican Society of Civil Engineers
titleEffects of Linearizing on Rocking-Block Toppling
typeJournal Paper
journal volume121
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:7(1146)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 007
contenttypeFulltext


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