contributor author | G. Q. Cai | |
contributor author | J. S. Yu | |
contributor author | Y. K. Lin | |
date accessioned | 2017-05-08T22:37:41Z | |
date available | 2017-05-08T22:37:41Z | |
date copyright | August 1995 | |
date issued | 1995 | |
identifier other | %28asce%290733-9399%281995%29121%3A8%28924%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84285 | |
description abstract | The 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 | |
publisher | American Society of Civil Engineers | |
title | Toppling of Rigid Block under Evolutionary Random Base Excitations | |
type | Journal Paper | |
journal volume | 121 | |
journal issue | 8 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(1995)121:8(924) | |
tree | Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 008 | |
contenttype | Fulltext | |