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最適化手法を取入れた不静定構造物の設計法
http://hdl.handle.net/10649/320
http://hdl.handle.net/10649/320eefb5989-b839-4bdc-bc8a-e751b65e10d0
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
K5_10.pdf (360.0 kB)
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| アイテムタイプ | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2011-02-15 | |||||
| タイトル | ||||||
| タイトル | 最適化手法を取入れた不静定構造物の設計法 | |||||
| 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 |
鳥居, 邦夫
× 鳥居, 邦夫× 額谷, 仁博 |
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| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 1095 | |||||
| 姓名 | トリイ, クニオ | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 1096 | |||||
| 姓名 | ヌカタニ, ヒトヒロ | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 1097 | |||||
| 姓名 | Torii, Kunio | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 1098 | |||||
| 姓名 | Nukatani, Hitohiro | |||||
| 著者所属 | ||||||
| 値 | 長岡技術科学大学 | |||||
| 著者所属 | ||||||
| 値 | 石川島播磨重工業株式会社 | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | Member stresses of a statically indeterminate structure are affected by its stiffeness distribution which can not be not determined at the beginning of designing. For this reason several times trial calculations must be done before completion of designing. If enough numbers of redundant forces can be suitably selected, all the member forces are fixed, and eventually the siffeness distribution is also settled. But as the magnitudes of these redundant forces are arbitrary chosen, the geometrical compatibilties are not sttisfied. To fulfil these conditions prestresses are to be introduced into the structure. If the method of prestressing were difficult one, this idea would be in vain, but by means that the dimensions or curvatures of members are changed as much as designated previously, needed prestresses are easily and automatically introduced. This process is especially easy on the case that the structure is made of steel. When this method is adopted, optimization can be attained without any increase of calculation time, and cost of fabrication will be not more than those of ordinary method. These advantages are remarkable when the loads do not move, but considerable calculation time are needed as yet against moving loads. This defect must be improved hereafter. | |||||
| 書誌情報 |
長岡技術科学大学研究報告 巻 5, p. 61-66, 発行日 1984-01-31 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0388-5631 | |||||
| 書誌レコードID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00177120 | |||||
| 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 | |||||
| その他のタイトル | ||||||
| その他のタイトル | A optimum designing method of a statically indeterminate structure | |||||
| 出版者 | ||||||
| 出版者 | 長岡技術科学大学 | |||||
