RESEARCH ON THE ULTIMATE FLEXURAL STRENGTH OF A PRECAST CONCRETE COLUMN WITH MULTIPLE-LAYER REINFORCEMENT
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概要
- 論文の詳細を見る
- 1998-03-01
著者
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MAKITANI Eiji
Dept. of Architecture, Faculty of Engineering, Kanto Gakuin University
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Makitani Eiji
The Department Of The Architecture Kanto Gakuin University
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Shindo Kenta
The Department Of The Architecture Kanto Gakuin University
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SHINDO Kenta
Graduate School, Dept. of Architecture, Kanto Gakuin University
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KASAMATSU Teruchika
Techinical Research and Development Div., Nishimatsu Construction
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ZHANG Yuzhong
Graduate School, Dept. of Architecture, Kanto Gakuin University
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Zhang Yuzhong
The Department Of The Architecture Kanto Gakuin University
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Kasamatsu Teruchika
Techinical Research And Development Div. Nishimatsu Construction
関連論文
- Shear Transfer of Precast Reinforced Concrete Connection under Large Dowel Displacement
- RESEARCH ON THE ULTIMATE FLEXURAL STRENGTH OF A PRECAST CONCRETE COLUMN WITH MULTIPLE-LAYER REINFORCEMENT
- FUNDAMEMTAL STUDY ON THE FLEXURAL BEHAVIOR OF REINFORCED CONCRETE MEMBERS WITH MULTI-LAYER BAR ARRANGEMENT