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- 高木 仁之
- 明治大学 理工学部建築学科
書誌事項
- タイトル別名
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- Shear Reinforcement Limits for Reinforced Concrete Shear Walls made of High-Strength Materials
- コウキョウド テッキン コンクリート タイシンヘキ ノ センダン ホキョウキン ノ ホキョウ ゲンカイ ニ カンスル ケンキュウ
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The Plane Element Working Group of the Subcommittee on Structural Performance working for a Ministryof Construction project for the development of new reinforced concrete technology revised design guideline equations for the ultimate strength design of shear walls with a view to estimating the shearstrength of reinforced concrete shear walls without openings that are made of high-strength materials. After conducting a large-scale shear wall test and a finite element analysis modified for application to high-strength concrete, the working group proposed a shear reinforcement limit of 4.1 N/mm2 for panels of shear walls without openings that are made of concrete with a strength of 60 N/mm2. To attain better agreement with the large-scale shear wall test results, the authors have conducted a finite element analysis using a model of mechanical properties of reinforcement as a reinforced concrete element, which was proposed by Hsu, and formulated shear reinforcement limits for concrete strengths ranging from 36 to 100 N/mm2 by parametric analysis
収録刊行物
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- Concrete Research and Technology
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Concrete Research and Technology 12 (2), 13-26, 2001
Japan Concrete Institute
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詳細情報 詳細情報について
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- CRID
- 1390001205454115328
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- NII論文ID
- 10006091369
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- NII書誌ID
- AN1053282X
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- COI
- 1:CAS:528:DC%2BD3MXmtVeqtLs%3D
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- NDL書誌ID
- 5772575
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- ISSN
- 13404733
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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
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- 抄録ライセンスフラグ
- 使用不可