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contributor authorG. Q. Cai
contributor authorJ. S. Yu
contributor authorY. K. Lin
date accessioned2017-05-08T22:37:41Z
date available2017-05-08T22:37:41Z
date copyrightAugust 1995
date issued1995
identifier other%28asce%290733-9399%281995%29121%3A8%28924%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84285
description abstractThe rigid block considered here represents an idealized model for a piece of equipment, a monument, a storage tank, or even a tall building, which may topple by rocking under intense ground shaking at its base during an earthquake. The base excitations consist of both horizontal and vertical ground accelerations, and they are assumed to be nonstationary processes with evolutionary broad-band spectra. The total energy of the rocking block is approximated as a Markov process, and a modified version of quasiconservative averaging is applied to obtain the governing Itô equation for the process. The reliability of the system (namely, the probability that toppling has not occurred up to a given time
publisherAmerican Society of Civil Engineers
titleToppling of Rigid Block under Evolutionary Random Base Excitations
typeJournal Paper
journal volume121
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1995)121:8(924)
treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 008
contenttypeFulltext


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