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1)  brick masonry building with frame-shear wall in the bottom story
底层框架剪力墙砖房
2)  rock-bottom frame and anti-seismic wall brick house
底层框架-抗震墙砖房
1.
The traits of earthquake resistance about rock-bottom frame and anti-seismic wall brick house are presented in this paper.
文中分析了底层框架-抗震墙砖房震害特点及原因,并结合历次震害资料及设计实践,对这类结构的抗震设计进行了探讨。
3)  Masonry buildings with frame shear wall structure
底层框架抗震墙砖房
4)  Masonry Structure Supported by Frame
底层框架砖房
1.
Research on the Formula of Vibration Period about Masonry Structure Supported by Frame;
底层框架砖房自振周期计算公式的探讨
2.
Traditional aseismic system can′t fulfill the requirements of masonry structure supported by frame.
传统的抗震设防已不能满足超限底层框架砖房的需要 ,引入砖混剪力墙的概念 ,提出在上部砖房的两端及中部设置砖混剪力墙 ,底层采用钢筋混凝土框架 -剪力墙结构 ,上下剪力墙有机结合 ,共同作用 ,并结合其它加强措施 ,建立起整体性强的空间抗震体系。
5)  masonry building with frame structure at first story
底层框架砖房
1.
The dynamic characteristics and elasto plastic seismic response on 1/6 scale model as well as its prototype of masonry building with frame structure at first story are theoretically calculated and analysed by storey shear model with multi degree of freedom, and the results achieved are compared with the results of shaking table experiment of the 1/6 scale model.
采用多自由度层间剪切模型,对底层框架砖房1/6比例模型和原型结构进行了动力特性计算和弹塑性地震反应分析,并与1/6比例模型的振动台试验结果进行了对比分析。
6)  brick masonry building at first two stories
两层底框架砖房
补充资料:剪力墙
剪力墙
shear wall

   房屋或构筑物中主要承受风荷载或地震作用引起的水平荷载的墙体。防止结构剪切破坏。又称抗风墙或抗震墙、结构墙。分平面剪力墙和筒体剪力墙。平面剪力墙用于钢筋混凝土框架结构、升板结构、无梁楼盖体系中。为增加结构的刚度、强度及抗倒塌能力,在某些部位可现浇或预制装配钢筋混凝土剪力墙。现浇剪力墙与周边梁、柱同时浇筑,整体性好。筒体剪力墙用于高层建筑、高耸结构和悬吊结构中  ,由电梯间、楼梯间、设备及辅助用房的间隔墙围成,筒壁均为现浇钢筋混凝土墙体,其刚度和强度较平面剪力墙高可承受较大的水平荷载。
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