底层架空,Bottom overhead
1)Bottom overhead底层架空
2)bottom overhead space底层架空空间
1.Analysis on the design ofbottom overhead space of college architecture;高校建筑底层架空空间设计浅析
3)bottom overhead construction底层架空建筑
1.This paper compared the wind field pressure distributions of abottom overhead construction and a non-bottom overhead construction,discussed the effects of thebottom overhead construction to its surrounding wind field.目的分析底层架空的多层建筑与底层非架空的多层建筑风场的分布,探讨底层架空建筑对周围风场分布的影响。
4)overhead public space on ground floor底层架空式公共空间
1.In terms of the concept of theoverhead public space on ground floor, the paper analyzes the space s characteristics of transition, openness, environment extending and region, it also discusses the method of space environmentdesign.本文从住宅底层架空式公共空间的概念出发,分析了这种空间的过渡性、开放性、环境延伸和地域性等几个特征及空间环境设计方法。
5)bottom frame底层框架
1.Analysis and design of anti- seismic performance of multisory masorry buildingsbottom frame;底层框架砌体的抗震性能和设计
2.Every structure must be selected the correct software based on the forced model ?There are some problems in design craft at present: selecting PK softwart ,bottom frame softwart , shear force of frame beam在目前设计行业中 ,最常见的几个问题是 :选用PK程序设计时 ,未考虑框架柱双向配筋 ;平面不规则框架仍选用PK程序 ,而实际应选用TAT程序 ;对底层框架上部砖混结构 ,选用了PK程序 ,实际应选用底层框架设计程序 ;框架梁抗剪钢筋直接采用PK程序出图结果 ,而未经分析调
3.This paper introduces the basic aseismic demand design of brick house with antivibration wall withbottom frame.介绍了底层框架抗震墙砖房抗震设计的基本要求;阐述了具体的抗震设计规范和重点应注意的构速细节,可供设计者参考。
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.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
4.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
5.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
6.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
7.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
8.Warning from the Wenchuan Earthquake--the Seismic Conceptual Design of the Masonry Buildings with Strengthened underlying Framework汶川地震的警示——需加强底层框架建筑的抗震概念设计
9.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
10.frame (chassi) for the apparatus设备用框架（底盘）
11.Study on Deformation and Contact Pressure of Frame Structure with Thick Raft Foundation under L-shape Tall Building;L形高层建筑下大底盘框架厚筏基础反力及变形特征研究
12.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
13.Nonlinear Dynamic Analysis of Single-Layer Grid Shell Considering Support-frame;考虑底部框架共同作用下单层网壳的非线性动力分析
14.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
15.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
16.The Dynamic Response Analysis of Framework Structure under the Impact Load Acted on Underlying Column框架结构在底层柱受冲击荷载下的动力响应分析
17.Structural Design and Construction of Hetero-Column-Frame with Bottom joist and brace columns and Transfer Floor底部抽柱带转换层的异形柱框架结构设计与施工
18.The computation of drift for frame considering slant of column考虑框架柱倾斜的多层框架侧移计算
相关短句/例句
bottom overhead space底层架空空间
1.Analysis on the design ofbottom overhead space of college architecture;高校建筑底层架空空间设计浅析
3)bottom overhead construction底层架空建筑
1.This paper compared the wind field pressure distributions of abottom overhead construction and a non-bottom overhead construction,discussed the effects of thebottom overhead construction to its surrounding wind field.目的分析底层架空的多层建筑与底层非架空的多层建筑风场的分布,探讨底层架空建筑对周围风场分布的影响。
4)overhead public space on ground floor底层架空式公共空间
1.In terms of the concept of theoverhead public space on ground floor, the paper analyzes the space s characteristics of transition, openness, environment extending and region, it also discusses the method of space environmentdesign.本文从住宅底层架空式公共空间的概念出发,分析了这种空间的过渡性、开放性、环境延伸和地域性等几个特征及空间环境设计方法。
5)bottom frame底层框架
1.Analysis and design of anti- seismic performance of multisory masorry buildingsbottom frame;底层框架砌体的抗震性能和设计
2.Every structure must be selected the correct software based on the forced model ?There are some problems in design craft at present: selecting PK softwart ,bottom frame softwart , shear force of frame beam在目前设计行业中 ,最常见的几个问题是 :选用PK程序设计时 ,未考虑框架柱双向配筋 ;平面不规则框架仍选用PK程序 ,而实际应选用TAT程序 ;对底层框架上部砖混结构 ,选用了PK程序 ,实际应选用底层框架设计程序 ;框架梁抗剪钢筋直接采用PK程序出图结果 ,而未经分析调
3.This paper introduces the basic aseismic demand design of brick house with antivibration wall withbottom frame.介绍了底层框架抗震墙砖房抗震设计的基本要求;阐述了具体的抗震设计规范和重点应注意的构速细节,可供设计者参考。
6)bottom story frame底层框架
1.Analysis of seismic performance of multistory masonry buildings withbottom story frame;底层框架砌体房屋抗震性能分析
2.Multistory brick building withbottom story frame is a kind of structure with rigid upper stories and flexible bottom.底层框架多层砌体房屋为上刚下柔的结构体系,历次地震中这类房屋都有遭受严重破坏和倒塌的实例。
延伸阅读
底层分子式：CAS号：性质：能与片基黏附得很好、又能与感光层粘接得很牢的一种中间粘接层。按照底层的成膜物区分为明胶与共聚树脂两种底层。用明胶成膜物作底层，因与感光乳剂成膜物为同一材料，照相性能稳定，效果好，在感光胶片生产中应用最广。选用顺丁烯二酸酐-苯乙烯-乙酸乙烯酯、偏氯乙烯-甲基丙烯酸甲酯-甲基丙烯酸等共聚树脂成膜物作底层，效果不太稳定，但防黏性好。用于以三醋酸片基与聚酯片基为载体的航空片、印刷片等特殊片种。
