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NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Bulletin > Reports of the Faculty of Engineering, Nagasaki University > Volume 16, No. 26 >


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Title: 不均一弾性地盤上の矩形板の曲げ解析
Other Titles: Bending Analysis of Rectangular Plates on Non-uniformly Elastic Foundations
Authors: 松田, 浩 / 崎山, 毅
Authors (alternative): Matsuda, Hiroshi / Sakiyama, Takeshi
Issue Date: Jan-1986
Publisher: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
Citation: 長崎大学工学部研究報告, 16(26), pp.35-42; 1986
Abstract: The problem on bending of rectangular plates on elastic foundations has been studied by many investigators. However, it has been hardly carried out to study bending of rectangular plates on non-uniformly elastic foundations. In this paper, the semi-analytical method is developed to study bending problems of rectangular plates with variable thickness on nonlinear elastic foundations, and of rectangular plates on nonuniformly elastic foundations. The semi-analytical solutions are obtained by converting the differential equations into the integral equations and applying the numerical integration. Comparisons with numerical resuls obtained by other investigators are made, and it is confirmed that the semi-analytical solutions are accurate enough for practical usage.
URI: http://hdl.handle.net/10069/24199
ISSN: 02860902
Type: Departmental Bulletin Paper
Text Version: publisher
Appears in Collections:Volume 16, No. 26

Citable URI : http://hdl.handle.net/10069/24199

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