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コンクリート充填円形鋼管柱の弾塑性座屈解析法について
http://hdl.handle.net/10069/15001
http://hdl.handle.net/10069/150012d14ab3a-8f5d-4176-a7cc-aa85f7fb43a8
名前 / ファイル | ライセンス | アクション |
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KJ00004723911.pdf (550.8 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2008-03-05 | |||||
タイトル | ||||||
タイトル | コンクリート充填円形鋼管柱の弾塑性座屈解析法について | |||||
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 |
李, 剣平
× 李, 剣平× 修行, 稔 |
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著者別名 | ||||||
姓名 | Li, Jianpin | |||||
著者別名 | ||||||
姓名 | Shugyo, Minoru | |||||
その他のタイトル | ||||||
その他のタイトル | A Numerical Method for Elastoplastic Buckling Analysis of Concrete Filled Tubular Columns | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | A numerical method for elastoplastic buckling analysis of concrete filled tubular columns is presented. The elastoplastic tangent stiffness matrix in the method is constructed by using the tangent coefficient matrix obtained by the numerical integration of the handening moduli of the fibers about the member section to calculate the generaliged plastic strain incremants. The assumptions that a column deforms in a body and behaves according to the Bernoulli-Euler hypothesis are made in the analysis. The accuracy of the method is examined by comparing the results with available experimental results. | |||||
書誌情報 |
長崎大学工学部研究報告 巻 27, 号 48, p. 43-49, 発行日 1997-01 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02860902 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00178418 | |||||
sortkey | ||||||
P00043-P00049 | ||||||
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 Vol.27(48) p. 43-49, 1997 |