書誌事項
- タイトル別名
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- SHAPE ANALYSIS AND OPTIMIZATION OF STRUCTURE USING AN ITERATIVE CALCULATION METHOD
- ハンプク ケイサンホウ ニヨル コウゾウブツ ノ ケイタイ カイセキ ト サイ
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抄録
In this paper, a numerical calculation method in order to perform effectively shape analysis and optimization of structure is proposed. The procedure is based on an iterative calculation process known as the Cross method for indeterminate rigid-framed structural analysis or the relaxation method for pin-jointed frameworks. First of all, a given area in analysis is divided into partial regions and an elemental coefficient matrix is derived with the conventional finite element technique. Instead of solving the finite element equation of the overall structural system, the finite element equation in some neighborhood at the nodal point is only required. The procedure consists of a calculation for converting mechanical behavior on one node in the neighborhood into the influential forces on the adjacent node and repeats this manipulation in all the area. To make sure of availability and efficiency, this method is applied to forward analyses, both optimizations and a shape analysis of truss structure. All results are good in any case. The proposed method can be applied to any model of which a finite element method can be applicable.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 62 (502), 69-76, 1997
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390282680613318784
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- NII論文ID
- 110004303471
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 4366518
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可