3106 Cyclic Behavior of the RC Columns Using the Modified Lattice Model :
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- El-BEHAIRY,F. M.
- 名古屋大学
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- 二羽,淳一郎
- 東京工業大学
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- 田辺,忠顕
- 名古屋大学
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説明
The Modified Lattice Model is extended into the three dimensions. Cyclic torsion is selected to study the applicability of the suggested model. Investigation of the response of reinforced concrete columns under the cyclic torsion is studied using the suggested 3-D Model. Evaluation of shear strength of the existing column is carried out. The response of different RC columns is predicted. The change of the width of the arch element is shown during the loading stages for the studied cases. The numerical results for both of the Normal Lattice Model and the Modified Lattice Model are compared successfully with the experimental results.
収録刊行物
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- コンクリート工学年次論文報告集
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コンクリート工学年次論文報告集 21 (3), 631-636, 1999-06-21
日本コンクリート工学協会
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詳細情報 詳細情報について
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- CRID
- 1543387470096231680
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- NII論文ID
- 110009746048
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- NII書誌ID
- AN10026675
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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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- NDLデジコレ（旧NII-ELS）
- CiNii Articles