45°方向加力を受ける鉄骨フープ筋コンクリート柱鉄骨はり接合部の終局強度
1994 年 59 巻 463 号 p. 135-142
詳細
1994 年 59 巻 463 号 p. 135-142
This paper discusses the ultimate strength of beam-column joint panel consist of steel beam and steel hoop concrete column subjected to biaxial bending moment and shear. The previous mechanical model proposed based on the uniaxial behavior of the panel, is improved so as to be applicable to biaxial bending and shear. The empirical maximum strength of the panel subjected to biaxial bending moment and shear is well explained by the model improved in this study.
