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立体骨組構造物の非線形解析法(II)
http://hdl.handle.net/10069/24203
http://hdl.handle.net/10069/2420363342f8b-20eb-477f-83ee-2f2c9a9ed217
名前 / ファイル | ライセンス | アクション |
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kogaku16_26_09.pdf (565.0 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2010-10-13 | |||||
タイトル | ||||||
タイトル | 立体骨組構造物の非線形解析法(II) | |||||
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 |
修行, 稔
× 修行, 稔× 堀田, 緑 |
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著者別名 | ||||||
姓名 | Shugyo, Minoru | |||||
著者別名 | ||||||
姓名 | Horita, Midori | |||||
その他のタイトル | ||||||
その他のタイトル | A New Plastic Hinge Method for the Nonlinear Analysis of Steel Space Frames(II) | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The fundamental theory of a new plastic hinge method for the nonlinear analysis of steel space frames was presented previously. The purpose of this paper is to describe the method to reduce total number of the elements for entire structre. It is done by evaluating the imaginary length lp of elastic-plastic region of the yield element using the nodal forces. Adopting the above procedure, the size of the master stiffness matrix becomes nearly as small as conventional plastic hinge method. The accuracy of this improved method is examined by several examples. | |||||
書誌情報 |
長崎大学工学部研究報告 en : Reports of the Faculty of Engineering, Nagasaki University 巻 16, 号 26, p. 65-72, 発行日 1986-01 |
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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, 16(26), pp.65-72; 1986 |