The analytical results show that the GBJ10-89 and GB50010-2002 codes may not be appropriate to estimate the shear capacity of framed columns designed with gravity loads or with minimum reinforcement

• 结果表明，我国规范GBJ10-89和GB50010-2002中压弯剪构件的抗剪承载力计算公式不适合于估算按构造配筋或低配筋钢筋混凝土框架柱在低周反复荷载作用下的抗剪承载力，其计算结果偏大较多