紀要論文 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

内容記述
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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http://mlib.nit.ac.jp/webopac/bdyview.do?bodyid=TC00535314&elmid=Body&fname=45_4_21.pdf

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