コンクリート打継ぎ部の付着性能と寸法効果
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概要
- 論文の詳細を見る
- 1999-02-20
著者
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KURIHARA Norihiko
Dept. of Civil Eng., Musashi Institute of Technology
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KUNIEDA Minoru
Dept. of Civil Eng., Gifu University
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UCHIDA Yuichi
Dept. of Civil Eng., Gifu University
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ROKUGO Keitetsu
Dept. of Civil Eng., Gifu University
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Uchida Yuichi
Dept. Of Civil Eng. Gifu University
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Kunieda M
Gifu Univ. Gifu Jpn
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Rokugo Keitetsu
Dept. Of Civil Eng. Gifu University
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Kurihara Norihiko
Dept. Of Civil Eng. Musashi Institute Of Technology
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栗原 哲彦
Dept. of Civil Eng., Musashi Institute of Technology
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国枝 稔
Dept. of Civil Eng., Gifu University
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内田 裕市
Dept. of Civil Eng., Gifu University
関連論文
- コンクリート打継ぎ部の付着性能と寸法効果
- SHEAR CAPACITY OF REINFORCED HIGH STRENGTH CONCRETE BEAMS WITHOUT SHEAR REINFORCEMENT
- FLEXURAL FAILURE BEHAVIOR OF POROUS CONCRETE
- Recovery of Protective Performance of Cracked Ultra High Performance-Strain Hardening Cementitious Composites (UHP-SHCC) Due to Autogenous Healing