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Title: 水圧荷重を受ける2ヒンジ円弧アーチの座屈および座屈後挙動について
Other Titles: On the Buckling and Postbuckling Behaviour of 2-Hinged Circular Arch under Circular Uniform Load.
Authors: 崎山, 毅 / 栗原, 和夫
Authors (alternative): Sakiyama, Takeshi / Kurihara, Kazuo
Issue Date: Dec-1975
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, (6), pp.41-48; 1975
Abstract: The buckling behaviour of 2-hinged circular arch having hydraulic pressure divides into two main classes concerning the span-rise ratio. The antisymmetric buckling controls the behaviour of high arch with large span-rise ratio. The symmetric buckling occurs on the the low arch with small span-rise ratio. The aim of this paper is to draw a clear distinction between high and low arch on the elastic buckling problem. The nonlinear differential equations which are derivied from the equibrium conditions of deformed arch element are analysed by the perturbation method. The results are compared with the results of energy method and linear buckling theory.
URI: http://hdl.handle.net/10069/23837
ISSN: 02860902
Type: Departmental Bulletin Paper
Text Version: publisher
Appears in Collections:No.6

Citable URI : http://hdl.handle.net/10069/23837

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