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  1. 060 工学部
  2. 0602 紀要
  3. 06021 信州大学工学部紀要
  4. Vol. 18

Operational Method for Clapeyron's Theorem

http://hdl.handle.net/10091/10904
http://hdl.handle.net/10091/10904
6fb18843-4373-4c93-bb21-0f4430cc394e
名前 / ファイル ライセンス アクション
Engineering18-01.pdf Engineering18-01.pdf (1.2 MB)
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2011-01-05
タイトル
タイトル Operational Method for Clapeyron's Theorem
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

en YOSHIZAWA, Norikazu

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TANIMOTO, Bennosuke

× TANIMOTO, Bennosuke

en 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 18: 1-40 (1964)
書誌情報 信州大学工学部紀要

巻 18, p. 1-40, 発行日 1964-12-28
抄録
内容記述 Various methods for the analysis of continuous beams have been proposed and investigated. They are compelled to treating simultaneous equations involving many unknowns, which have been recognized to be unavoidably necessary in the analysis of solid mechanics. This paper takes a set of bending moments at any two consecutive supports of a continuous beam as the matrix consisting 2-by-1 elements, which is referred to as the eigenmatrix. 1) Then, one of these eigenmatrices can be shifted from one span to its adjacent one by a certain shift operator matrix which is defined by the span length and the moment of inertia of cross-section. By such a shift operation, the bending moment at any support of the continuous beam can be obtained readily and systematically, dispensing with simultaneous equations. 2) The influence from external loads, settlement of suppots, and temperature change is also expressible by a 2-by-1 shift operator matrix. For these factors, it will be necessary to make a simple modification to the fundamental operators. This method will be of great advantage in the analysis of complicated continuous beams.
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
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