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I形げたの全応力最適化設計に関する研究
http://hdl.handle.net/10069/23925
http://hdl.handle.net/10069/2392542c19bad-aea8-4f98-8ed3-c1407e0c5562
名前 / ファイル | ライセンス | アクション |
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kogaku00_11_09.pdf (411.5 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2010-09-15 | |||||
タイトル | ||||||
タイトル | I形げたの全応力最適化設計に関する研究 | |||||
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 |
小西, 保則
× 小西, 保則× 馬場, 敏明 |
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著者別名 | ||||||
姓名 | Konishi, Yasunori | |||||
著者別名 | ||||||
姓名 | Baba, Toshiaki | |||||
その他のタイトル | ||||||
その他のタイトル | Fully Stressed Optimum Design for I-Section Girders | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Since the construction scale of structures becomes larger and their configuration becomes more complicated, the numbers of design variables and constraint conditions increase, and their optimum design falls into a difficulty in the numerical caluculation. therefor, it is necessary to follow an optimum design using suboptimization. At the present study a method of suboptimization is applied, and the dimensions of individual sections of segments are determined by fully stressed design, and the dimensions of sections common to the whole structure are determined by SUMT method. The results of an optimum design carried out for I-section girders almost coincide with those by an ordinary method. | |||||
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 11, p. 59-64, 発行日 1978-07 |
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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, (11), pp.59-64; 1978 |