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Shakedown Analysis Including P-△ Effect
http://hdl.handle.net/10076/3902
http://hdl.handle.net/10076/3902d1de565a-ff3e-4a3b-8926-58f3bbf54fdd
Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||||||||
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公開日 | 2018-03-15 | |||||||||||
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タイトル | Shakedown Analysis Including P-△ Effect | |||||||||||
言語 | en | |||||||||||
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言語 | eng | |||||||||||
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 | |||||||||||
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アクセス権 | metadata only access | |||||||||||
アクセス権URI | http://purl.org/coar/access_right/c_14cb | |||||||||||
著者 |
森野, 捷輔
× 森野, 捷輔
× Hariandja, BinsarH.
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | A theoretical study on the method to compute the incremental collapse load of framed structures in which the P-∆ effect may be significant is presented. First, formulated are the conditions that must be satisfied by the residual bending moments and the residual plastic hinge rotations generated at the shakedown state of the structure. The P-∆ moment is simply included when the equilibrium condition of a member subjected to bending moment, lateral shear force and axial force is considered. The elastic response to the applied load is then formulated as a function of the residual plastic hinge rotations. A procedure of the direct computation of the incremental collapse load is presented by following a conventional kinematical method, and uniqueness of the solution is discussed. A numerical example is shown with taking a portal frame subjected to the horizontal and vertical loads, which has been analysed elsewhere, and the validity of the assumptions employed and P-∆ effect are discussed. | |||||||||||
書誌情報 |
Research reports of the Faculty of Engineering, Mie University 巻 9, p. 45-62, 発行日 1984-12-20 |
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収録物識別子タイプ | PISSN | |||||||||||
収録物識別子 | 0385-6208 | |||||||||||
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収録物識別子タイプ | NCID | |||||||||||
収録物識別子 | AA00816341 | |||||||||||
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内容記述タイプ | Other | |||||||||||
内容記述 | application/pdf | |||||||||||
その他のタイトル | ||||||||||||
言語 | ja | |||||||||||
値 | P-△効果を考慮した非塑性化解析 | |||||||||||
出版者 | ||||||||||||
出版者 | Faculty of Engineering, Mie University | |||||||||||
資源タイプ(三重大) | ||||||||||||
値 | Departmental Bulletin Paper / 紀要論文 |