Departmental Bulletin Paper 異幅接合形式による角形鋼管柱・梁接合部の合理的な設計方法に関する研究-実大実験による耐力と剛性の評価-(学内特別研究)

上田, 学  ,  Manabu, Ueda

In this paper, for simple fabrication of SHS column-to-H beam connections with considerbly unequal width,the strength of the simple connection detail which is composed of a joint panel with the same width as a lower column and a pair of diaphragm plates is investigated. Cantilever column tests were conducted on the variable of connection types and the presence of rib-plate reinforcement.

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