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contributor authorM. Shinozuka
date accessioned2017-05-08T22:17:45Z
date available2017-05-08T22:17:45Z
date copyrightJune 1987
date issued1987
identifier other%28asce%290733-9399%281987%29113%3A6%28825%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76586
description abstractDealing with the issues of response variability for statically determinate structures, this study analyzes the response variability in two cases in which the spectral density function of the stochastic field takes limiting shapes. In these limiting cases, the spectral density, having a constant total area, concentrates sharply around the origin in one case and spreads thinly throughout in the other. Also, the present study derives the upper and lower bounds on the response variability. These results provide important physical as well as numerical insight into the response variability issue, whether we solve the problem by exact or numerical integration of equations of equilibrium or motion, or by other numerical methods. It is rather difficult to estimate experimentally the autocorrelation or spectral density function for the stochastic variation of material properties. In view of this, the upper bound results are particularly important, since the bounds derived here do not require knowledge of the autocorrelation function.
publisherAmerican Society of Civil Engineers
titleStructural Response Variability
typeJournal Paper
journal volume113
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1987)113:6(825)
treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 006
contenttypeFulltext


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