OMATA Fujio | Technical Research Institute, Sho-Bond Corporation
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概要
関連著者
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OMATA Fujio
Technical Research Institute, Sho-Bond Corporation
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Omata Fujio
Technical Research Institute Sho-bond Corporation
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Inoue Shoichi
Department Of Civil Enginerring Faculty Of Engineering Tottori University
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Inoue Shoichi
Department Of Civil Engineering Faculty Of Engineering Tottori University
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NISHIBAYASHI Shinzo
Department of Civil Engineering, Tottori University
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Tokuda Hiroshi
Akita University
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Kawakami Makoto
Department Of Civil Engineering Akita University
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Kawakami Makoto
Department Of Civil And Environmental Engineering Akita University
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KAGAYA Makoto
Department of Civil Engineering, Akita University
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OMATA Fujio
Hokuriku Branch, Sho-Bond Corporation
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OMATA Fujio
Sho-Bond Corporation
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Nishibayashi Shinzo
Department Of Civil Enginerring Faculty Of Engineering Osaka Sangyo University
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Nishibayashi Shinzo
Department Of Civil Engineering Tottori University
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KAGAYA Makoto
Department of Civil and Environmental Engineering, Graduate School of Engineering and Resource Science,Akita-University
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Yoshino Akira
Department Of Bioresource Science Faculty Of Agriculture Kagawa University
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Yoshino Akira
Department Of Civil Enginerring Faculty Of Engineering Tottori University
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KURODA Tamotsu
Department of Civil Enginerring, Faculty of Engineering, Tottori University
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TOKUDA Hiroshi
Department of Civil Engineering, Akita University
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Kuroda Tamotsu
Department Of Civil Enginerring Faculty Of Engineering Tottori University
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Kuroda Tamotsu
Department Of Civil Engineering Faculty Of Engineering Tottori University
著作論文
- DEFORMATION CHARACTERISTICS, STATIC AND FATIGUE STRENGTHS OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBER-REINFORCED PLASTIC PLATE
- FATIGUE STRENGTH AND DEFORMATION CHARACTERISTICS OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBER-REINFORCED PLASTIC PLATE
- THERMAL STRESSES IN CONCRETE HOLLOW CYLINDERS STRENGTHENED BY BONDING STEEL PLATES
- THERMAL STRESS OF CONCRETE MEMBERS STRENGTHENED BY BONDING PLATES DUE TO CHANGES OF TEMPERATURE AND EFFECTIVENESS OF REINFORCEMENT