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contributor authorGiovanni Solari
date accessioned2017-05-08T22:27:42Z
date available2017-05-08T22:27:42Z
date copyrightSeptember 1989
date issued1989
identifier other%28asce%290733-9399%281989%29115%3A9%282057%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80997
description abstractThis paper formulates a theoretically consistent definition of the wind response spectrum based upon the equivalent wind spectrum technique, a calculation procedure by means of which wind is schematized as a stochastic stationary Gaussian process characterized by a mean velocity profile on which an equivalent turbulent fluctuation, perfectly coherent in space, is superimposed. The method presented herein allows the evaluation of the dynamic along‐wind respohse of structures, as well as of the structural behavior to the seismic ground motion, by the well‐known response spectrum technique. This procedure, parallelly applied to wind and earthquake actions, reveals significant conceptual and formal analogies, leading to results characterized by the same order of approximation.
publisherAmerican Society of Civil Engineers
titleWind Response Spectrum
typeJournal Paper
journal volume115
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1989)115:9(2057)
treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 009
contenttypeFulltext


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