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本文在参考文献的基础上，利用基床系数法的原理，对在竖向荷载作用下圈梁和砌体所承担的竖向荷载进行了分析，得出了圈梁和砌体各自承担的竖向荷载的分配系数。并利用相互作用协调变形的原理，结合试验数据，对在水平荷载作用下，构造柱和砌体所承担的水平荷载进行了分析，得出了构造柱和砌体各自承担的水平荷载的分配系数。并进行了算例分析，得出了一些规律性的结论。
Based on the references, this paper uses the principle of the base bed coefficient method to analyze the vertical load that the ring beam and the masonry are subjected to under vertical load, and obtains the vertical load of the ring beam and the masonry. The distribution coefficient of the load. Using the principle of interaction and coordination of deformation, combined with experimental data, the horizontal loads assumed by the structural columns and masonry under horizontal loads were analyzed, and the distribution coefficients of the horizontal loads borne by the structural columns and masonry were obtained. . A case study was performed and some regular conclusions were drawn.