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。
Based on the analysis of the quake damage and practical benefit of the structure, it is found that double frame of bottom building structure is suitable to the case of our own economic situation.
通过探讨底部两层框架砌体结构房屋的使用效益并进行了震害分析，认为底部两层框架砌体结构房屋在我国现阶段经济条件下是比较适用的。
This paper briefly introduces the design features of the structure of the residence with bottom frame.
简要介绍了底框住宅结构的设计特点。
Connecting with "code of aseismic design of buildings" (GB50011-2001), this paper analyzes the structure design of the building with bottom frame-aseismic wall.
结合《建筑抗震设计规范》(GB50011—2001)，对底部框架—抗震墙砖砌房屋的结构设计进行了分析。
Channel bottom is welded into the frame, steel structure for the flat panel, and its size corresponds with the mold box.
底板是以槽钢焊接成框架，钢板为面板的平板结构，其尺寸与模框相对应。
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。
The result shows that this method has better effect for prediction of the seismic property for the frame structure of bottom story and is suitable for application in the scheme selection of this...
结果表明，该方法对底框结构抗震性能预测效果较好，适宜于该类结构方案选择时应用。
The frame structure comprises a first side frame, a second side frame, a top supporting frame and a bottom supporting frame;
具体地，一种框架结构，包括第一侧架、第二侧架、顶部支撑架及底部支撑架。
In this paper the response of a twelve-story frame structure installed with one MR damper at the bottom floor under four different earthquake acceleration excitations is analyzed, and r…
从这些问题出发，通过对一在底层安装了一个磁流变阻尼器的十二层结构在不同的地震波滤波工况下减振效果进行分析，得出不同频率输入和减振效果的关系。
The key is selecting structure patterns and strengthening anti seismic techniques for double frame of bottom building structure.
对底部两层框架砌体结构房屋的抗震设计其一是要合理选择结构布置形式，其二是要加强抗震构造措施。
It has been simplified to calculate later stiffness of masonry building with frame-wall structure at bottom floors.
对底部框架—抗震墙房屋的侧移刚度计算进行了简化。
This paper probes into the optimization of structural design for bottom bearing beam of the lower masonry structure of brick-frame construction.
对砖混—框架结构下部砌体结构承重梁结构设计优化进行探讨。
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。
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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