書誌事項
- タイトル別名
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- A STUDY ON EFFECTIVENESS OF ECCENTRIC ARRANGEMENT OF REINFORCEMENT IN RC COLUMN WITH VARYING AXIAL LOAD
- ヘンドウ ジクリョク オ ウケル テッキン コンクリート チュウ ニ オケル
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抄録
In this paper, the authors present a new arrangement of reinforcing bars to improve the ductility in RC base-story exterior columns the axial load to which severely changes during an earthquake. The new method is to arrange more amount of reinforcement eccentrically so that it works as compression steel when the axial load increases. Consequently it is expected that the compressive stress of the concrete is reduced, and the compressive failure of the concrete is greatly delayed. The effectiveness of this method is confirmed through an analytical and empirical investigation.
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 61 (490), 189-195, 1996
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
- 1390282680615449216
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- NII論文ID
- 110004303328
- 10004175201
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 4106118
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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