Upper-Bound Equation of Compressive Load-Carrying Capacity of RC Column Considering Characteristic of Material and Buckling of Primary Reinforcement
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概要
- 論文の詳細を見る
The fundamental equations estimating the compressive load-carrying capacity of reinforced concrete columns with tie and/or spiral reinforcements are used all over the world, based upon the ultimate limit state design, but the common equations include both the elastic term and the plastic one ; so, there is no unification concept of the ultimate limit state. In recent years, the high-strength type reinforcement (SBPD type) has been used frequently in the RC column and beam in Japan. Now, the common equations can not apply to the case of the high-strength primary reinforcement of the RC column. This paper describes the improvement of the concrete's sharing capacity, the application range of the common equations and the generalized practical equation for the ultimate limit state load-carrying capacity considering the buckling effect of the primary rebars.
- 社団法人日本材料学会の論文
- 2001-06-15
著者
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KATO Naoki
Department of Neurosurgery, Jikei University School of Medicine Kashiwa Hospital
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KATO Kiyoshi
Department of Cosmosciences, Hokkaido University
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ABE Tadashi
Department of Surgery Iwate Prefectural Kuji Hospital
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SUDO Makoto
Department of Pathology, Graduate School of Medicine, The University of Tokyo
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Kato Naoki
Department Of Architectural Engineering Asano Institute Of Technology
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Sudo Makoto
Department Of Pathology Graduate School Of Medicine The University Of Tokyo
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Sudo Makoto
Doctor Course Graduate School Of Industrial Technology Nihon University
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Abe Tadashi
Department Of Civil Engineering College Of Industrial Technology Nihon University
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Abe Tadashi
Department Of Biochemistry Okayama University Medical School
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Kato K
Department Of Civil Engineering College Of Industrial Technology Nihon University
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KIDA Tetsukazu
Department of Civil Engineering, College of Industrial Technology, Nihon University
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KURODA Ichiro
Department of Civil Engineering, National Defense Academy
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KAMISAWA Tomiaki
Domestic Division, Neturen
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Kamisawa Tomiaki
Domestic Division Neturen
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Kato Kiyoshi
Department Of Cosmosciences Hokkaido University
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Abe Tadashi
Department Of Civil Engineering College Of Industrial Engineering Nihon University
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Kuroda Ichiro
Department Of Civil Engineering National Defense Academy
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Kato Kiyoshi
Department Of Civil Engineering National Defense Academy
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Kato Naoki
Department of Architectural Engineering, Asano Institute of Technology
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