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。
Quantitative evaluation of the economical performance of the brick masonry buildings with frame shear wall at the bottom is made, based on the analysis of the cost indexes calculated.
对该经济指标计算结果进行分析，从而对底框抗震墙砖房的经济性能作出定量评价。
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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