【摘要】 本文研究了配置不同形式箍筋钢筋混凝土短柱的抗剪性能,在试验的28个试件中,配有五种不同形式的箍筋。根据试验结果及理论分析,提出了抗剪计算公式,并对不同形式箍筋的性能作了评述。更多还原

【Abstract】 The shear-resistant behavior of R. C. columns tied with different types of combined stirrups is discussed. Altogether 28 specimens tied with 5 types of stirrups are tested. On the basis of experimental data and theorical analysis, the formulas for calculating the shear-resistant capacity of R. C. columns are put forward, and behavior of different types of stirrups in the columns is reviewed.更多还原