鋼繊維補強セメント系複合材料を用いた鋼構造簡易柱梁接合 : 接合部の構造性能に関する実験的検証

概要

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In this paper, a simple column-beam joint in steel structures is experimentally studied. The joint is achieved by means of filling steel fiber reinforced cementitious composites at the gap. In the test, simple beam specimens are employed by filling steel fiber reinforced cementitious composites, high strength mortar and concrete at the joint, and cyclic load is applied. The results show that the specimens with steel fiber reinforced cementitious composites give enough stiffness and strength without prominent damage in comparison to the specimens with high strength mortar and concrete. It is concluded that the simple column-beam joint with steel fiber reinforced cementitious composites is applicable.
社団法人日本建築学会の論文
2002-08-30