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薄肉開き断面はりの座屈に関する基磯方程式
http://hdl.handle.net/10069/23793
http://hdl.handle.net/10069/23793b9d5124a-0a3d-4c84-b36d-e804f6b927f8
名前 / ファイル | ライセンス | アクション |
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kogaku00_03_08.pdf (568.3 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2010-09-06 | |||||
タイトル | ||||||
タイトル | 薄肉開き断面はりの座屈に関する基磯方程式 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
著者 |
築地, 恒夫
× 築地, 恒夫 |
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著者別名 | ||||||
姓名 | Tsuiji, Tsuneo | |||||
その他のタイトル | ||||||
その他のタイトル | On the Basic Stability Equations fbr Beams with Thin-Walled Open Sections | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The differential equations for the stability of a beam with a thin-walled open section are derived from the total potential energy of the beam in accordance with the variational principle. The main object of this study is to show the applicability of the concept of the initial stresses to the stability problems of the beams. By using exact initial stresses, including the transverse and warping shearing stresses, it is possible to derived mathematically the general stability differential equations and the correspoding boundary conditions. The same procedure used in this study can be applied to the more complicated problems in geometry, namely the stability of the curved and twisted beams. | |||||
書誌情報 |
長崎大学工学部研究報告 en : Reports of the Faculty of Engineering, Nagasaki University 号 3, p. 47-54, 発行日 1972-12 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02860902 | |||||
EISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 18805574 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00178418 | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
出版者 | ||||||
出版者 | 長崎大学工学部 | |||||
出版者別言語 | ||||||
Faculty of Engineering, Nagasaki University | ||||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 長崎大学工学部研究報告, (3), pp.47-54; 1972 |