1) part frame shearing force wall structure
部分框支剪力墙结构
1.
Research on part frame shearing force wall structure design of high floor buildings;
高层建筑部分框支剪力墙结构设计研究
2) frame supported sub-shearwall structure
框支分区剪力墙结构
1.
A new type of frame supported shear wall structural form--frame supported sub-shearwall structure is given in this paper.
本文提出一种新的框支剪力墙结构形式———框支分区剪力墙结构 ,并以一栋典型商住楼模型的振动台试验结果为基础 ,分析了原型结构的受力及抗震性能 ,提出了一些设计建议 ,可供工程设计参考。
3) frame-supported shear wall structure
框支剪力墙结构
1.
Shock absorbing analysis of a certain overrun high-rise frame-supported shear wall structure;
某超限高层框支剪力墙结构减震分析
2.
This article illustrates the design pattern and the node design characteristic of the tall frame-supported shear wall structure base steel reinforced concrete column,and propose the key question and the technical measure in design concerning project practice.
通过对某高层框支剪力墙结构底部型钢混凝土柱的设计情况和节点设计特点的阐述,结合工程实践,提出了设计中值得注意的关键问题以及技术措施。
3.
12 building as the example, this paper introduces in detail a whole set of design conceptions and methods of the parti al frame-supported shear wall structure from the conceptional design to the str uctural arrangement and from the shock-resistant calculation to the structural node.
以捷利12#综合楼设计实例为例,较为详尽地介绍了部分框支剪力墙结构从概念设计到结构布置、从抗震计算到构造节点等一整套设计理念和方法。
4) frame supported shear wall structure
框支剪力墙结构
1.
Elasto-plastic analysis of the complex frame supported shear wall structure;
复杂框支剪力墙结构空间弹塑性分析
2.
Based on a practical project,a 3D finite element model on the frame supported shear wall structure with big holes in upper floors is made.
以某高层商住楼结构为原型,建立了楼板开大洞的框支剪力墙结构空间有限元分析模型,研究了结构参数改变对其动力特性的影响。
5) shear wall structure with some supporting frames
框支剪力墙结构
1.
This paper analyze the aseismic behaviour of a shear wall structure with some supporting frames when the level of transfer story is arranged at higher level.
通过一工程实例，分析比较了转换层设置在不同高度时框支剪力墙结构的抗震性能，为结构设计提供了依据。
2.
This paper presents the detrimental effect on aseismic behaviour of shear wall structure with some supporting frames when the level of transfer story is arranged at higher level and introduces the aseismic design concepts of the structure with higher transfer story.
5m的高层建筑在不同层次设有结构转换层的空间分析的结果,详细论述了转换层设置高度的提高对框支剪力墙结构抗震性能的不利影响,并提出转换层位置较高的框支剪力墙结构的抗震设计概念,供高层建筑结构设置转换层时参考。
6) frame-supported shear wall structure
框支-剪力墙结构
1.
Analysis of dynamic characteristics and seismic response spectrum of three-dimensional complicated frame-supported shear wall structure;
复杂三维框支-剪力墙结构动力特性与地震反应谱分析
补充资料：起支
1.官署名。北宋承唐末五代之制，以盐铁﹑户部﹑度支三部合为三司。度支掌各种财政开支﹑漕运﹑供应全国费用等。"起支"即为度支的别称，亦指度支使。又用作"发放"解。
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