「直交梁を有する柱RC・梁Sとする梁貫通形式内部柱梁接合部の耐力評価に関する研究」に対する討論

（西村泰志，堀江耕平著 日本建築学会構造系論文集，第76巻，第666号，1523-1531，2011年8月号掲載）

抄録

The above mentioned paper deals with the ultimate strength of beam-column joint panel consist of two-directional H-shaped steel beams and R/C interior column, based on the additional theorem.
The discusser's arguments are as follows;
1) The equations (4), (31) and (35) must be incorrect according to the discusser's understanding.
2) In proposed simplified prediction method, the condition on an amount of longitudinal reinforcement of column and axial force subject to column by which the prediction method is applicable should be specified.