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contributor authorPatricio A. A. Laura
contributor authorVictor H. Cortínez
date accessioned2017-05-08T22:15:47Z
date available2017-05-08T22:15:47Z
date copyrightJanuary 1987
date issued1987
identifier other%28asce%290733-9399%281987%29113%3A1%28143%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75497
description abstractThe fundamental frequency of transverse vibration of a beam with intermediate supports and partially embedded in a Winkler-type foundation is determined using the Rayleigh-Schmidt approach. The displacement function is approximated using polynomials that contain an exponential optimization parameter.
publisherAmerican Society of Civil Engineers
titleVibrating Beam Partially Embedded in Winkler‐Type Foundation
typeJournal Paper
journal volume113
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1987)113:1(143)
treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 001
contenttypeFulltext


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