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contributor authorAli H. Nayfeh
contributor authorSamir J. Serhan
date accessioned2017-05-08T20:35:09Z
date available2017-05-08T20:35:09Z
date copyrightJanuary 1989
date issued1989
identifier other%28asce%290733-9410%281989%29115%3A1%2856%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20358
description abstractA perturbation technique, the method of multiple scales, is used to obtain an approximate analytical solution of the nonlinear dynamic response of foundations on soils. The analysis takes into account the nonlinearity of the soil material, radiation, hysteretic and viscous damping, and the effect of embedment. Closed‐form expressions are derived for the response, which show clearly the effects of the various parameters involved in soil dynamics. A closed‐form expression is presented for the constant settlement of the nonlinear soil structure caused by the vibration. In addition to large responses accompanying primary or main resonances (the excitation frequency
publisherAmerican Society of Civil Engineers
titleVertical Vibration of Machine Foundations
typeJournal Paper
journal volume115
journal issue1
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1989)115:1(56)
treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 001
contenttypeFulltext


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