底层框架砖房,Masonry Structure Supported by Frame
1)Masonry Structure Supported by Frame底层框架砖房
1.Research on the Formula of Vibration Period aboutMasonry 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。
英文短句/例句
1.DISSCUSSION ABOUT ACTION ON FRAME BY CAPSIZING MOMENT OF A PRIMER-FRAME BRICK STRUCTURE论底层框架砖房倾覆力矩对框架的作用
2.A Brief Discussion on Seismic Design of Multistorey Brick Buildings with Frame-shear Wall on Ground Storey;浅谈底层框架─—抗震墙砖房的抗震设计
3.The Experimental Study on Seismic Behavior of Concrete Perforated Brick Masonry with Frame Structure at First Floor底层框架-混凝土多孔砖房屋抗震性能试验研究
4.Seismic Response Analysis of a Two-Story Hybrid Subframe-Shear Wall Masonry Structrure;某非完整的底部两层框架—抗震墙砖房结构的地震响应分析
5.Finite-Element Analysis of Brick Masonry Building with Frame-Shear Wall Structure at First Two Stories Considering Floor Deformation;考虑底部两层框架——抗震墙砖房楼极变形的有限元分析
6.Seismic Response and Finite-Element Anaylysis of a Two-Story Hybrid Frame-shear Wall Masonry Structrure底部两层框架—抗震墙砖房结构的地震响应有限元分析
7.Earthquake Response of the Base-isolation Frame-brick Structure底部框架-抗震墙砖房隔震结构的地震反应
8.Researches on Displacement-based Seismic Performance of Brick Masonry Structures with Frame-shear Wall at the Bottom;底层框剪砖房结构基于位移的抗震性能研究
9.DYNAMIC TIME HISTORY ANALYSIS ON THE INTERLAYER SEISMIC ISOLATION MASONRY BUILDING WITH FRAME STRUCTURE IN THE FIRST STOREY底层框架砌体房屋层间隔震动力时程分析
10.The Ground Framework in Seismic Areas-The Main Points of Houses Design with Anti-seismic Wall Brickwork;浅析地震区底层框架——抗震墙砌体房屋设计
11.Analysis on Some Problems in Structure Design of Fundus Frame Brick House;底框砖房结构设计中的若干问题剖析
12.Study on Seismic Performance of Infilled Frame of Underlying Weak Layer底层薄弱层框架—填充墙抗震性能研究
13.Construction Practice on Pulling Down Wall to Add Beam and Column in Brick Masonry Building Base Parts砖混结构房屋底层拆墙增加梁柱的施工实践
14.To put the framework for the top story on(a building).封顶为（楼房的）最上面一层筑好框架
15.frame (chassi) for the apparatus设备用框架（底盘）
16.The Discussion of Construcfion s Choice for Brick Masonry Building with Frame-Shear at the Bottorn;底部框架抗震墙砌体房屋结构选型的研究
17.Analysis on the Non-linear Dynamic of the Bottom Frame Build with Blasting Shoch;爆破震动底层框架砌体结构非线性动力分析
18.Forecasting Seismic Damage in the Frame Structure of Bottom Story with Fuzzy Neural Network用模糊神经网络方法预测底层框架结构震害
相关短句/例句
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 ofmasonry 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。
3)brick masonry building at first two stories两层底框架砖房
4)masonry supported on frames底框架砖房
5)rock-bottom frame and anti-seismic wall brick house底层框架-抗震墙砖房
1.The traits of earthquake resistance aboutrock-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。
6)brick masonry building with frame-shear wall in the bottom story底层框架剪力墙砖房
延伸阅读
为特型耐火砖和特异型砖分子式：CAS号：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。
