As two bottom stories of frame shear wall in commercial building, the methods of anti earthquake design of upper laying structure were not dealed with in code.
作为商住楼的底部二层框架—剪力墙、上部砌体结构的抗震设计方法，在规范中并无涉及。
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。
For the masonry building with frame-shear wall on bottom stories, the plate design of the changing floor is very important.
在底部框架-抗震墙砖房设计中，转换层楼板的设计是十分重要的环节。
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。
For median and low-rise reinforced concrete frame, the structures are dominated by shear deformation, which leads to the story drift of the bottom story large while the upper story small.
对于中低层钢筋混凝土框架结构，结构的变形以剪切变形为主，造成结构的层间位移角底部楼层偏大而上部楼层较小。
For median and low-rise reinforced concrete frame, the structures are dominated by shear deformation, which leads to the story drift of the bottom story large while the upper story small.
对于中低层钢筋混凝土框架结构，结构的变形以剪切变形为主，造成结构的层间位移角底部楼层偏大而上部楼层较小。
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