1) Frame-supported shear wall structures with large bays at bottom
底部大开间框支剪力墙结构
3) 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
4) 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。
5) 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。
6) 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。
补充资料：剪力墙
| 剪力墙 shear wall 房屋或构筑物中主要承受风荷载或地震作用引起的水平荷载的墙体。防止结构剪切破坏。又称抗风墙或抗震墙、结构墙。分平面剪力墙和筒体剪力墙。平面剪力墙用于钢筋混凝土框架结构、升板结构、无梁楼盖体系中。为增加结构的刚度、强度及抗倒塌能力，在某些部位可现浇或预制装配钢筋混凝土剪力墙。现浇剪力墙与周边梁、柱同时浇筑，整体性好。筒体剪力墙用于高层建筑、高耸结构和悬吊结构中 ，由电梯间、楼梯间、设备及辅助用房的间隔墙围成，筒壁均为现浇钢筋混凝土墙体，其刚度和强度较平面剪力墙高可承受较大的水平荷载。 |
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