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Operational Method for Continuous Beams, First Report : Rigid Support and Pin Joint
http://hdl.handle.net/10091/10905
http://hdl.handle.net/10091/10905730439e3-8bcf-495b-aca1-46de7079b529
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
Engineering20-01.pdf (1.0 MB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||||||
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| 公開日 | 2011-01-05 | |||||||||
| タイトル | ||||||||||
| タイトル | Operational Method for Continuous Beams, First Report : Rigid Support and Pin Joint | |||||||||
| 言語 | ||||||||||
| 言語 | eng | |||||||||
| 資源タイプ | ||||||||||
| 資源 | http://purl.org/coar/resource_type/c_6501 | |||||||||
| タイプ | departmental bulletin paper | |||||||||
| 著者 |
YOSHIZAWA, Norikazu
× YOSHIZAWA, Norikazu
× TANIMOTO, Bennosuke
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| 出版者 | ||||||||||
| 出版者 | 信州大学工学部 | |||||||||
| 引用 | ||||||||||
| 内容記述 | 信州大学工学部紀要 20: 1-30 (1966) | |||||||||
| 書誌情報 |
信州大学工学部紀要 巻 20, p. 1-30, 発行日 1966-06-25 |
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| 抄録 | ||||||||||
| 内容記述 | A further development of the eigenmatrix method is presented for continuous beams involving pin joints as well as rigid supports. The approach of the paper is based on the perfect classification of physical quantities, so that the behavior of the beams can be completely represented by the eigenmatrix. The analysis is carried out by systematic shift operation of 2-by-2 or 4-by-4 operational matrices. The concept of such as statically indeterminate system or simultaneous equations is eliminated in the present procedure, and hence the necessary analytical computation can be facilitated. | |||||||||
| 資源タイプ（コンテンツの種類） | ||||||||||
| ISSN | ||||||||||
| 収録物識別子タイプ | ISSN | |||||||||
| 収録物識別子 | 0037-3818 | |||||||||
| 書誌レコードID | ||||||||||
| 収録物識別子タイプ | NCID | |||||||||
| 収録物識別子 | AN00121228 | |||||||||
| 出版タイプ | ||||||||||
| 出版タイプ | VoR | |||||||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||
