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通过对国内18个有关混凝土小型砌块剪力墙斜截面抗剪试件试验结果的分析,得出斜截面抗剪承载力公式.将公式的计算结果与实测的抗剪承载力进行了比较,并对公式的适用条件进行了初步探讨.
Through the analysis of the test results of 18 shear-wall specimens of slab wall in China, the formula of shear strength of oblique section is obtained.The calculated results of the formula are compared with the measured shear capacity, The preconditions for the application of the formula are discussed.