【摘要】 通过对新旧混凝土结构设计规范(GBJ10-89和TJ10-74)关于钢筋混凝土梁斜截面受剪承载力不同计算方法之间箍筋用量的比较,说明新的计算方法较原计算方法用箍量有较大地增加.但提高了构件的可靠度,使构件的可靠指标β趋于合理化.①更多还原

【Abstract】 The paper compared the amount of stirrup for the shear capacity of reinforced concrete beam based on "code for design of concrete structures (GBJ10-89)"and the former code (TJ10-74).The results indicate that the amount of stirrup by recent design method is greater than that by former design method, and the reliability of members is increased. The reliability index is more reasonable.更多还原