23137 Effect of High-Strength-Concrete and Multi Stage Bar on Bond Behaviors of RC Beam
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- ISHITA Ryo
- Tokyo Institute of Technology
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- HAYASHI Kazuya
- FUJITA Technology Development Division
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- TACHIKAWA Takeshi
- Tokyo Institute of Technology
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- SHINOHARA Yasuji
- Structural Engineering Research Center, Tokyo Institute of Technology
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- MUTO Yasushige
- KAJIMA Corp.
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- HAYASHI Shizuo
- Structural Engineering Research Center, Tokyo Institute of Technology
Bibliographic Information
- Other Title
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- 23137 鉄筋コンクリート梁主筋の付着性状に及ぼす高強度コンクリート強度と多段配筋の影響 : その1 実験概要および破壊性状(付着・定着(3),構造IV)
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Journal
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- Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures
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Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures (2008), 323-324, 2008-07-20
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1572824502381767808
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- NII Article ID
- 110007104223
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- NII Book ID
- AN10486959
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- ISSN
- 13414488
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- Text Lang
- ja
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- Data Source
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- CiNii Articles
