本文根据大量的试验资料和通过理论分析,推导出新的砖砌体偏心受压构件强度的计算公式.按该公式的计算值不仅与试验结果很接近,其重要的特点是使得应力～应变曲线、弹性模量、纵向弯曲系数和构件的强度四者之间从理论上形成一个整体,改进并完善了中国现行砖石结构设计规范中有关参数的取值. Based on a large number of experimental data and theoretical analysis, this paper deduces a new formula for calculating the strength of eccentric compression members in brick masonry. The calculated value according to this formula is not only close to the test result, but also an important characteristic that makes the stress-strain curve. The elastic modulus, the longitudinal bending coefficient and the strength of the components form a whole theoretically, improving and perfecting the values ​​of relevant parameters in China’s current design standards for masonry structures.