「箱形断面柱一H形断面梁溶接接合部における梁ウェブの弾塑性曲げ挙動に関する研究」に対する討議
(森田耕次,江波戸和正,Sung Min Jmg著,鋼構造論文集,Vol8,No.30.,51-64,2001年6月号掲載)
2002 年 9 巻 33 号 p. 89-97
詳細
2002 年 9 巻 33 号 p. 89-97
The authors conclude that the flexural strength of the welded web beam to square tube column joint is estimated from the equality hypothesis of plastic virtual work for the yield line mechanism. The discussors are of the opinion that the equality hypothesis of plastic virtual work proposed by the authors is not based on the theory of mechanics and the procedure to arrive the solution is incompatible with the limit analysis.
