DSpace university logo mark
Advanced Search
Japanese | English 

NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Bulletin > Reports of the Faculty of Engineering, Nagasaki University > No.5 >


File Description SizeFormat
kogaku00_05_06.pdf583.15 kBAdobe PDFView/Open

Title: 3ヒンジ円形アーチの座屈について
Other Titles: On the Buckling of 3-Hinged Circular Arch
Authors: 崎山, 毅 / 栗原, 和夫
Authors (alternative): Sakiyama, Takeshi / Kurihara, Kazuo
Issue Date: Dec-1974
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, (5), pp.41-50; 1974
Abstract: In the case of buckling of 3-hinged parabolic arch under vertical uniform load, the 3-types of buck1ing modes have been confirmed experimentally. Therefore, it is expected that there may be 3-types of buckling mode concerning the elastic buck1ing of 3-hinged circular arch under circular uniform load. In this paper, the critical loads and buck1ing modes of arbitrary types of 3-hinged circular arches were analyzed under circular uniform load, bγusing the finite deformation equation of 3-hinged arch. As a resu1t of numerical analysis, 2-types of symmetric buck1ing modes, l-type of antisy- mmetric buck1ing mode and the other type of buckling mode in asymmetric 3-hinged arch are confirmed theoretically. Moreover the buckling characteristics, which are the relation between the central angle and critical load, and the relation between the slenderness ratio and critical load are clarified.
URI: http://hdl.handle.net/10069/23817
ISSN: 02860902
Type: Departmental Bulletin Paper
Text Version: publisher
Appears in Collections:No.5

Citable URI : http://hdl.handle.net/10069/23817

All items in NAOSITE are protected by copyright, with all rights reserved.


Valid XHTML 1.0! Copyright © 2006-2015 Nagasaki University Library - Feedback Powerd by DSpace