摘要
简单分析了欧洲混凝土结构设计规范规定的有腹筋梁斜截面抗剪承载力计算方法,对影响有腹筋梁斜截面抗剪承载力的因素,如配箍率、剪跨比等进行了深入分析,通过比较,得到了中欧混凝土斜截面抗剪承载力计算方法上的一些差异,对以后类似设计具有一定的指导意义。
The paper simply analyze Eurocode methods on calculation of shear force resistance of RC beam with web reinforcement, the author re-search the factors such as ratio of stirrup, shear span ratio. By comparison, some difference is obtained about calculation method of shear force re-sistance, it can guide the similar design in the future.
出处
《山西建筑》
2017年第19期49-50,共2页
Shanxi Architecture
关键词
抗剪承载力
配箍率
剪跨比
斜截面
shear force resistance, ratio of stirrup, shear span ratio, obligue section