書誌事項
- タイトル別名
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- Flexure Failure Properties of Reinforced Concrete Columns with High-strength Shear Reinforcement
- コウキョウド センダン ホキョウキン オ モチイタ RC チュウ ノ マゲ ハカイ セイジョウ ニ カンスル ジッケンテキ ケンキュウ
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P(論文)
The shear failure of the RC columns with the high strength shearing reinforcement has been clarified by the current research. The flexural failure properties of the RC columns which had been built with the high strength shear reinforcement of 1275N/mm^2 and the concrete of 39N/mm^2 were examined. When the amount of the shearing reinforcement increases, it has been understood that ultimate strength and the deformation capability increase both. It has been understood that concrete is confined with the high strength shear reinforcement as a factor to give such a result in this research.
収録刊行物
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- 福山大学工学部紀要
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福山大学工学部紀要 29 147-154, 2005-12
福山 : 福山大学工学部
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詳細情報 詳細情報について
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- CRID
- 1050564287555102080
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- NII論文ID
- 120005500830
- 110007406529
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- NII書誌ID
- AN00217655
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- ISSN
- 0286858X
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- NDL書誌ID
- 8022086
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- 本文言語コード
- ja
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- 資料種別
- departmental bulletin paper
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- データソース種別
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- IRDB
- NDL
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