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contributor authorR. N. Iyengar
contributor authorC. S. Manohar
date accessioned2017-05-08T22:17:22Z
date available2017-05-08T22:17:22Z
date copyrightApril 1987
date issued1987
identifier other%28asce%290733-9399%281987%29113%3A4%28529%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76342
description abstractA method is presented to find nonstationary random seismic excitations with a constraint on mean square value such that the response variance of a given linear system is maximized. It is also possible to incorporate the dominant input frequency into the analysis. The excitation is taken to be the product of a deterministic enveloping function and a zero mean Gaussian stationary random process. The power spectral density function of this process is determined such that the response variance is maximized. Numerical results are presented for a single‐degree system and an earth embankment modeled as shear beam.
publisherAmerican Society of Civil Engineers
titleNonstationary Random Critical Seismic Excitations
typeJournal Paper
journal volume113
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1987)113:4(529)
treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 004
contenttypeFulltext


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