2000年5月
増分法による立体トラスの有限変位応力解析
日本建築学会構造系論文集
- ,
- ,
- ,
- 巻
- 65
- 号
- 531
- 開始ページ
- 87-94
- 終了ページ
- 94
- 記述言語
- 日本語
- 掲載種別
- 研究論文(その他学術会議資料等)
- DOI
- 10.3130/aijs.65.87_1
- 出版者・発行元
- 日本建築学会
This paper proposes the technique for the following two analyses : an analysis on stresses induced in structural members undergoing finite displacements and expressed in the form of an increment based on the kinematical and statical relation equations of the whole space truss, and a bifurcation buckling analysis under stability conditions. The proposed analyticaltechnique is explicit to develop a theory and easy to structure an algorithm, though it increases the total number of numericalcalculations to prepare tangential stiffness matrices. Two space truss domes, in which simple and dual bifurcation points arise on an equilibrium path, are taken as example numerical analyses to check the validity of the technique.
- リンク情報
- ID情報
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- DOI : 10.3130/aijs.65.87_1
- ISSN : 1340-4202
- CiNii Articles ID : 110004091086
- CiNii Books ID : AN10438559