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contributor authorJ. T. Katsikadelis
contributor authorA. E. Armenàkas
date accessioned2017-05-08T22:10:24Z
date available2017-05-08T22:10:24Z
date copyrightJuly 1984
date issued1984
identifier other%28asce%290733-9399%281984%29110%3A7%281086%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72808
description abstractIn this investigation the boundary integral equation (BIE) method with numerical evaluation of the boundary integral equations is applied to the analysis of simply supported plates of any shape, resting on an elastic foundation. The numerical results are compared with those available from analytical solutions. Moreover, the efficiency of the BIE method is demonstrated and examined.
publisherAmerican Society of Civil Engineers
titlePlates on Elastic Foundation by Bie Method
typeJournal Paper
journal volume110
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1984)110:7(1086)
treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 007
contenttypeFulltext


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