Maekawa Koichi | Dept. Of Civil Eng. The University Of Tokyo
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概要
関連著者
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Maekawa Koichi
Dept. Of Civil Eng. The University Of Tokyo
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MAEKAWA Koichi
Dept. of Civil Eng., The University of Tokyo
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前川 宏一
Dept. Of Civil Eng. The University Of Tokyo
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前川 宏一
東京大学大学院 社会基盤学専攻
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Maekawa K
Univ. Tokyo Tokyo Jpn
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前川 宏一
東京大学大学院工学系研究科社会基盤工学専攻コンクリート研究室
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Irawan Paulus
Department Of Civil Engineering The University Of Tokyo
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PALLEWATTA Tirath
Dept. of Civil Eng., The University of Tokyo
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IRAWAN Paulus
The University of Tokyo
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Salem Hamed
Dept. Of Civil Eng. The University Of Tokyo
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HANSAPINYO Chayanon
Dept. of Civil Eng., Sirindhorn International Institute of Technology, Thammasat University
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CHAISOMPHOB Taweep
Dept. of Civil Eng., Sirindhom International Institute of Technology, Thammasat University
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Pallewatta Tirath
Dept. Of Civil Eng. The University Of Tokyo
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Hansapinyo Chayanon
Dept. Of Civil Eng. Sirindhorn International Institute Of Technology Thammasat University
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Ishida Tetsuya
Dept. Bot. Fac. Sci. Kyoto Univ.
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Chaisomphob T
Dept. Of Civil Eng. Sirindhorn International Institute Of Technology Thammasat University
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IRAWAN Paulus
Department of Civil Engineering, The University of Tokyo
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浅本 晋吾
Dept. of Civil and Environmental Eng., Saitama University, Japan.
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Salem H
Dept. Of Civil Eng. The University Of Tokyo
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Maekawa K
Univ. Tokyo
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Hauke B
Dept. Of Civil Eng. The University Of Tokyo
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SALEM Hamed
Dept. of Civil Eng., The University of Tokyo
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HAUKE Bernhard
Dept. of Civil Eng., The University of Tokyo
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PIMANMAS Amorn
Dept. of Civil Eng., Sirindhorn International Institute of Technology, Thammasat University
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Pimanmas Amorn
Dept. Of Civil Eng. Sirindhorn International Institute Of Technology Thammasat University
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Maekawa Koichi
Dept. of Civil Eng., The University of Tokyo, Japan.
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Ishida Tetsuya
Dept. of Civil Eng., The University of Tokyo, Japan.
著作論文
- 横補強されたコンクリ-ト柱の耐力と靭性に立脚した3次元コンクリ-ト構成則の検証
- コアコンクリ-トの拘束に対する横補強筋の有効性
- ひび割れを有するコンクリート及び鉄筋の高塑性域における空間的な平均引張機構
- かぶりコンクリートの破壊を考慮した鉄筋コンクリートの引張剛性モデル
- BEHAVIOR OF REINFORCED CONCRETE BEAMS SUBJECTED TO BI-AXIAL SHEAR
- PROPOSED MODEL OF SHEAR DEFORMATION OF REINFORCED CONCRETE BEAM AFTER DIAGONAL CRACKING
- Investigations into volumetric stability of aggregates and shrinkage of concrete as a composite
- Time-Dependent Constitutive Model of Solidifying Concrete Based on Thermodynamic State of Moisture in Fine Pores