1) longer concrete structure
超长砼结构
1.
According to the author\'s design practice,this paper analyzes the causation and base characteristics of temperature shrinkage crack, puts forward design measures of preventing and reducing temperature crack in longer concrete structure.
根据笔者的设计实践,简析了温度收缩裂缝的成因和基本特点,提出了防止和减轻超长砼结构温度收缩裂缝的设计措施。
2) super-long structure
超长结构
1.
The influence of the lateral restriction of vertical elements on the super-long structures is analyzed.
介绍了超长预应力混凝土结构的抗裂控制内容、标准和方法,分析了竖向构件的侧向约束对超长结构的影响及相应的设计措施,提出了综合抗裂措施。
2.
Through the introduction to the structural design of Fortune Plaza (StageⅡ) in Hefei City, the paper mainly states the experience achieved from the structure calculation analysis and the air-raid sheltering basement design, and put forward measures to control the cracks in super-long structure.
文章通过对合肥市财富广场二期工程结构设计的介绍,重点阐述了在结构计算分析和人防地下室设计方面取得的经验,并对如何控制超长结构的裂缝提出相应的措施。
3.
Several related problems such as eccentric structure,super-long structure,large span floor,diverse settlement of subsoil,are discussed.
详细介绍了其结构设计条件、参数取值及结构体系的确定,并提出对椭圆形斜筒的偏心受力、超长结构、大跨度楼盖、地基不均匀沉降等问题的具体处理方法。
3) over-length structure
超长结构
1.
The over-length structure of No.
北京工业大学第三教学楼超长结构采用补偿收缩混凝土用于地上楼板的抗裂控制,用膨胀加强带取代后浇带,取得缩短工期、避免开裂的良好效果。
2.
of this over-length structure.
重点介绍了超长结构的设计原则、计算方法、构造措施等方面的内容,并结合屋顶拱形钢结构的特点,介绍了屋顶钢结构的设计。
4) super long structure
超长结构
1.
Analysis on the temperature stress of super long structure of roof concrete slab of one underground car park;
地下停车场顶板混凝土超长结构温度应力分析
2.
Nonlinear finite element analysis for inherent stress beam of high-rise super long structure;
高层超长结构预应力梁的非线性有限元分析
5) overlong structure
超长结构
1.
The definition of overlong structure is introduced.
引用了超长结构的定义,详细地剖析了混凝土凝结过程中裂缝形成的原因,概述了混凝土裂缝的类型,提出了控制超长结构裂缝的措施,对设计和施工都有一定的借鉴价值。
2.
The adopted measures for a overlong structure of reinforced concrete frame-wall high-rise structure are introduced,including design project,analysis model,conditions of temperature calculation,utilization of calculation results,some design measures,the node stress analysis and design of "Y" shape column formed by contractility joint.
阐述了在某高层钢筋混凝土框架-剪力墙超长结构设计中所采取的措施,包括设计方案、计算模型、温度计算条件、计算结果的使用、若干设计措施以及上部伸缩缝设置后"一分为二"的"音叉式"柱节点应力分析及设计。
3.
Seamless design concept for overlong structures in a tall building is introduced in the article,several main factors that impact structurs s crack and some major preventive control measures adopted in the design of overlong structure are analyzed and discussed.
以某高层建筑超长结构无缝设计为例,笔者分析了导致结构形成裂缝的几个主要因素。
6) super-length structure
超长结构
1.
Analysis and Control of Temperature Stress in Super-length Structures;
超长结构温度应力分析与控制
2.
No seam structure design and the structural measures of the super-length structure are also introduced.
主楼最大长度 (弧形展开面 )达 1 41m ,内半圆长度为 96m ,由于建筑使用功能要求 ,主楼不设缝 ,针对超长结构无缝设计采取了具体的措
补充资料：A和B交替生长的超晶格结构
A和B交替生长的超晶格结构
A和B交替生长的超晶格结构层厚：黑2帆A 白30A B中周科学院十导体研究所供稿
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条