The traditional shear wall structure has such disadvantage as large self - weight , stiflhess and seismic forces , poor - ductility and energy saving . based on the post investigation , this paper put forward a new type of hollow shear wall structure with seams . the seismic behavior and design method are investigated and following work on test and theory are done : based on the pseudo - static test of two hollow shear walls with seams , the seismic behavior of the walls are researched 针对其抗震性能和设计方法，作了较为系统的试验研究和理论分析：以多层住宅结构底层抗震墙为原型，完成了两片带缝空心剪力墙板的1 2模型低周反复加载试验，对这一新型构件的抗震性能进行了系统研究。
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