In accordance with the characters of composite masonry structure building supported by frame shear wall with wide bay at bottom, a sub structure pseudo dynamic test was carried out.
针对底层大开间组合墙房屋的特点，对模型房屋进行了子结构拟动力试验，测定其抗侧刚度，发现了抽柱对结构性能的重要影响。
Finally the comparison of dynamic characters of structure of composite wallboard and shear wall of reinforced concrete proves that the former is superior in seismic performance to the latter.
最后将复合墙板结构与钢筋混凝土剪力墙结构的动力反应特性进行了比较，结果表明复合墙板结构具有优于钢筋混凝土剪力墙结构的抗震性能。
The test shows that the composite masonry structure supported by frame shear wall with wide bay at bottom has good aseismic behavior.
试验表明，底层大开间组合墙房屋具有良好的抗震性能。
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