The results, which have been verified by experiments, can serve as the basis for correct modelling of connecting beams used for the analysis of the whole slit shear wall structures.

分析结果可为正确的连梁设计提供理论依据，并为整体结构的分析提供可靠的连梁非线性力学模型，从而为分析带缝剪力墙的整体性能打下基础。