通过对1榀4层单跨内填砌体短肢墙结构在低周反复荷载作用下的拟静力试验研究,分析了这类结构的延性、滞回特性、骨架曲线及刚度退化等问题。研究表明:砌体的存在大幅提高了结构的初始刚度和极限承载力。内填砌体短肢墙结构具有双功能结构的优点,是一种新型抗震控制剪力墙。根据试验中发现的问题,为工程设计提出了建议。 Through the quasi-static tests on 1 榀 4-story single-span masonry short-skinned masonry walls under cyclic loading, the ductility, hysteresis characteristics, skeleton curves and stiffness degeneration of such structures are analyzed. The research shows that the existence of masonry greatly improves the initial stiffness and ultimate bearing capacity of the structure. Filling masonry short limb wall structure has the advantages of dual-function structure, is a new type of seismic shear wall control. According to the problems found in the experiment, put forward suggestions for engineering design.