DSpace university logo mark
Japanese | English 

NAOSITE : Nagasaki University's Academic Output SITE > 060 工学部・工学研究科 > 060 紀要 > 長崎大学工学部研究報告 > 第9号 >


ファイル 記述 サイズフォーマット
kogaku00_09_03.pdf698.87 kBAdobe PDF本文ファイル

タイトル: 任意軸線形状を有する変断面アーチの座屈解析
その他のタイトル: An Analysis of Buckling of Variable Cross Sectional Arches with Any Shape
著者: 崎山, 毅 / 栗原, 和夫 / 相良, 治夫 / 宗, 秀行
著者(別表記) : Sakiyama, Takeshi / Kurihara, Kazuo / Sagara, Haruo / Sou, Hideyuki
発行日: 1977年 7月
出版者: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
引用: 長崎大学工学部研究報告, (9), pp.15-24; 1977
抄録: In-Plane finite deformation theory of the rib arch as a main structure of arch bridge has been developed to require arbitrariness and generality in regard to loading condition, variable cross section, plane /shape of the arch axis and boundary condition. At the same time, the theory has been developed higher considering the effect of arch weight, initial inperfection, extensionality of arch axis and shear deformation In this paper, buckling problem of fixed arch, 1-hinged arch, 2-hinged arch and 3-hinged arch with arbitrary plane shape of arch axis were analized under arbitrary loading condition, considering the effect of extensionality of arch axis and shear deformation. As the result of numerical analysis concerning the buckling load, the effect of span rise ratio, plane shape of arch axis, boundary condition and loading condition were clarified.
URI: http://hdl.handle.net/10069/23885
ISSN: 02860902
資料タイプ: Departmental Bulletin Paper
原稿種類: publisher

引用URI : http://hdl.handle.net/10069/23885



Valid XHTML 1.0! Copyright © 2006-2015 長崎大学附属図書館 - お問い合わせ Powerd by DSpace