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1)  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
2)  masonry supported on frames
底框架砖房
3)  brick masonry building with frame-shear wall structure at first two stories
底部框架抗震墙砖房
1.
Seismic design of brick masonry building with frame-shear wall structure at first two stories;
浅析底部框架抗震墙砖房抗震设计
4)  multi story building with R.C. frame in the first and second stories
底部两层框架砖房
5)  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。
6)  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。
补充资料:为特型耐火砖和特异型砖
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性质:又称为特型耐火砖和特异型砖。是一类外形特别复杂的耐火砖。中国标准规定,对于黏土质、高铝质特异型耐火砖,其外形尺寸的比例(最小与最大尺寸之比)在1:8范围以内;厚度尺寸为35~135mm,或管状砖的长度尺寸不大于300mm;具有不多于4个凹角(包括圆弧状凹角在内),或具有1个30°~50°的锐角,或带有不多于8个沟槽,或有不多于1个孔眼。黏土质耐火砖重1.5~30kg;高铝质耐火砖重1.5~35kg。硅质特异型耐火砖,其外形尺寸的比例在1:6范围以内,厚度尺寸为35~135mm,或管状砖的长度尺寸不大于300mm;具有不多于4个凹角(包括圆弧状凹角在内),或具有30°~50°的锐角,或带有4个沟槽,或带有不多于1个孔眼,重1.5~25kg。

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