Beam-Column Joint with Steel Fiber Reinforced Cementitious Composite in Steel Structures
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概要
- 論文の詳細を見る
This paper reports the results of an experimental examination of the structural performance of steel structures employing a beam-column joint system with steel fiber reinforced cementitious composites. The beam-column joint was achieved by filling steel fiber reinforced cementitious composites into the gap between a U-section bracket and a middle beam. Tests consisting in the application of a cyclic shear load to simple beam specimens were performed, focusing on the effect of bracket length, the effect of fiber reinforcement and the influence of loading hysteresis. The experimental results show that the specimens with steel fiber reinforced cementitious composites offer sufficient strength and ductility without prominent damage compared with the specimens employing high strength mortar and conventional concrete.
- 公益社団法人 日本コンクリート工学会の論文
著者
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Kaneko Yoshio
Department Of Applied Physics Faculty Of Engineering The University Of Tokyo
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Kaneko Yoshio
Department of Architecture and Building Science, Tohoku University, Japan.
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Mihashi Hirozo
Department of Architecture and Building Science, Tohoku University, Japan.
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Kirikoshi Kazuki
Department of Architecture and Building Science, Tohoku University, Japan.
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- Beam-Column Joint with Steel Fiber Reinforced Cementitious Composite in Steel Structures