INFLUENCE OF OUTRIGGER ON SPATIAL PERFORMANCE OF TUBE-IN-TUBE STRUCTURES

Chen Linzhi; Li Zhangzheng

doi:10.13204/j.gyjz200510008

Volume 35 Issue 10

Dec. 2014

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Abstract

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Chen Linzhi, Li Zhangzheng. INFLUENCE OF OUTRIGGER ON SPATIAL PERFORMANCE OF TUBE-IN-TUBE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 23-25. doi: 10.13204/j.gyjz200510008

Citation:

Chen Linzhi, Li Zhangzheng. INFLUENCE OF OUTRIGGER ON SPATIAL PERFORMANCE OF TUBE-IN-TUBE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 23-25. doi: 10.13204/j.gyjz200510008

Chen Linzhi, Li Zhangzheng. INFLUENCE OF OUTRIGGER ON SPATIAL PERFORMANCE OF TUBE-IN-TUBE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 23-25. doi: 10.13204/j.gyjz200510008

Citation:

Chen Linzhi, Li Zhangzheng. INFLUENCE OF OUTRIGGER ON SPATIAL PERFORMANCE OF TUBE-IN-TUBE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 23-25. doi: 10.13204/j.gyjz200510008

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INFLUENCE OF OUTRIGGER ON SPATIAL PERFORMANCE OF TUBE-IN-TUBE STRUCTURES

doi: 10.13204/j.gyjz200510008

1.
College of Architecture and Environment,Sichuan University Chengdu 610065

Received Date: 2005-05-09
Publish Date: 2005-10-20

Abstract

Abstract

The shear lag effect of frame-tube structures caused by the flexibility of the spandrel beam can be weakened by setting outriggers.At the same time the spatial performance and lateral stiffness of the structure are also enhanced. By analyzing several schemes using spatial finite element method, the influence of the stiffness and arrangement of outrigger on the shear lag effect of the outer frame-tube and lateral stiffness of the structure is discussed, and some advices of the layout of outrigger are put forward.
- outrigger,
- tube-in-tube structure,
- shear lag,
- stiffness

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References(8)

References

Taranach B S. Optimum Belt Truss Location for High-Rise Structures. AISC Engineering Journal, First Quarter,1974;

[2] Stafford Smith B, Nwaka I O. Behavior of Multi-Outrigger Braced Tall Buildings. ACI Special Publication SP-63,1980;

[3] 刘大海,杨翠如.高层建筑结构方案优选.北京:中国建筑工业出版社,1996;

[4] 包世华.新编高层建筑结构.北京:中国水利水电出版社,2001;

[5] 赵西安.钢筋混凝土高层建筑结构设计.第二版.北京:中国建筑工业出版社,1995;

[6] 徐培福,黄吉锋,等.带加强层的框架-核心筒结构抗震设计中的几个问题.建筑结构学报,1999(4);

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[8] 余安东.用水平加强层控制高层结构的侧移. 建筑结构学报, 1988(6)

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