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  1. 紀要論文
  2. 琉球大学理工学部紀要 工学編
  3. 2号
  1. 部局別インデックス
  2. 工学部

モーメント分配法による非矩形ラーメンの解法

http://hdl.handle.net/20.500.12000/23810
http://hdl.handle.net/20.500.12000/23810
bedfb2df-32b7-4377-8a00-8c5fc4848995
名前 / ファイル ライセンス アクション
NO02P027.pdf NO02P027.pdf
Item type デフォルトアイテムタイプ(フル)(1)
公開日 2012-03-16
タイトル
タイトル モーメント分配法による非矩形ラーメンの解法
言語 ja
タイトル
タイトル A Method of Analysis for Non-rectangular Rigid Frames by Means of Moment Distribution
言語 en
作成者 具志, 幸昌

× 具志, 幸昌

ja 具志, 幸昌

Search repository
Gushi, Yukimasa

× Gushi, Yukimasa

en Gushi, Yukimasa

Search repository
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
内容記述
内容記述タイプ Other
内容記述 This method is a kind of moment distribution methods. In an analysis of a non-rectangular rigid frame by the ordinary method of moment distribution, there must be needed to provide temporary support reactions and enforcing displacement forces. But in this method, none of these forces are needed. This method involves two main processes which are called “distribution process” and “allotment process” respectively, the former is utilized in ordinary method of moment distriblltion which satisfies the moment equations at joints, While the latter is a new concept which satisfies shear equations of the slope-deflection method. The “allotment process” is the process enforcing a kind of deformation of frames in which only one independent member rotation angle occures, while the others are kept zero and every joint rotation is fixed. End moments in this process necessarily satisfy corresponding shear equation of the slope deflection method. These end moments can be calculated from the storey moments muliplied by “allotments coefficients.” The storey moments is the minus-signed work done by the loads applied on the frames in the shear eruation, which is virtual work equation of load-and-end-moment system of the frame when only one independent member rotation angle can occure and its value is unit quantity but the others are zero. The “allotment coefficient” is the ratio of the allotment moment(end moment)to the storey moment when only one independent member rotation occure and the others and all joint rotation are kept zero. A member of the rigid frame can have several alltoment coefficients each of of which oorresponds each independent member rotation angle. This method consists in altertive application of distribution process and allotment process. Then moment equations and shear equations in the slope deflection method are iteraly and one by one satisfied approximately. So after several applications, we can get exact solution.
内容記述
内容記述タイプ Other
内容記述 紀要論文
出版者
言語 ja
出版者 琉球大学理工学部
出版者
言語 en
出版者 Science and Engineering Division, University of the Ryukyus
言語
言語 jpn
資源タイプ
資源タイプ departmental bulletin paper
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
識別子
識別子 http://hdl.handle.net/20.500.12000/23810
識別子タイプ HDL
収録物識別子
収録物識別子タイプ ISSN
収録物識別子 0387-429X
収録物識別子
収録物識別子タイプ NCID
収録物識別子 AN00250785
収録物名
言語 ja
収録物名 琉球大学理工学部紀要. 工学篇
収録物名
言語 en
収録物名 Bulletin of Science & Engineering Division, University of the Ryukyus. Engineering
書誌情報
号 2, p. 27-51, 発行日 1969-04
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