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1)  masonry supported on frames
底框架砖房
2)  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。
3)  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。
4)  masonry building with frame structure at lower stories
底部框架砖房
1.
The hysteretic characteristic on frame shear wall stories and brick masonry stories of masonry building with frame structure at lower stories;
底部框架砖房框剪层和砖混层的恢复力特性研究
5)  brick masonry building at first two stories
两层底框架砖房
6)  brick masonry structures with frame shear wall at the bottom
底框砖房
补充资料:笈房钵底
【笈房钵底】
 (人名)Gavampati,又旧称憍梵波提。新称笈房钵底,笈防钵底。译曰牛相。法华玄赞一曰:“梵云笈房钵底,此云牛相。憍梵波提,讹也。过去因摘一茎禾数颗堕地,五百生中,作牛偿他。今虽人身,尚作牛蹄牛呞之相,因号为牛相比丘。”(参见:憍梵波提)
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