STABILITY BEHAVIOR AND DESIGN OF LONGITUDINAL SHUTTLE-SHAPED COLUMN

Guo Yanlin; Deng Ke; Lin Bing

doi:10.13204/j.gyjz200707027

Volume 37 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(7): 92-95

Guo Yanlin, Deng Ke, Lin Bing. STABILITY BEHAVIOR AND DESIGN OF LONGITUDINAL SHUTTLE-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 92-95. doi: 10.13204/j.gyjz200707027

Citation:

Guo Yanlin, Deng Ke, Lin Bing. STABILITY BEHAVIOR AND DESIGN OF LONGITUDINAL SHUTTLE-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 92-95. doi: 10.13204/j.gyjz200707027

Guo Yanlin, Deng Ke, Lin Bing. STABILITY BEHAVIOR AND DESIGN OF LONGITUDINAL SHUTTLE-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 92-95. doi: 10.13204/j.gyjz200707027

Citation:

Guo Yanlin, Deng Ke, Lin Bing. STABILITY BEHAVIOR AND DESIGN OF LONGITUDINAL SHUTTLE-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 92-95. doi: 10.13204/j.gyjz200707027

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STABILITY BEHAVIOR AND DESIGN OF LONGITUDINAL SHUTTLE-SHAPED COLUMN

doi: 10.13204/j.gyjz200707027

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2007-01-20
Publish Date: 2007-07-20

Abstract

Abstract

The longitudinal shuttle-shaped columns,as a new type of structural member loaded axially,have been extended into many public buildings recently because of their special and beautiful appearance.Which may be classified into a solid-web section shuttle-shaped column and a build-up section shuttle-shaped column.The latter is called generally as shuttle-shape latticed column formed by longitudinal steel tubes behaving as branches and horizontals steel tubes behaving as batten plates. Instability behavior and design method of both solid-web section shuttleshaped column and shuttle-shape latticed column are presented.The material and geometric nonlinear FE analysis program(ANSYS) is employed to investigate theoretically the influence of the geometric parameters on the buckling behavior and failure mechanism of both columns.These geometric parameters include column length,column slenderness ratio,single branch tube slenderness ratio,the number of diaphragms and thickness of diaphragms tube.By varying these parameters mentioned above the elastic buckling load and corresponding buckling mode of SLC are investigated respectively.And an ultimate strength of SLC is studied and concluded finally.A new and interesting failure mechanism is found from the numerical results obtained and a useful design method for checking overall instability is drawn for practical project design.
- solid-web section shuttle-shaped column,
- shuttle-shape latticed column,
- bearing capacity of overall stability,
- design method

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References(11)

References

Timoshenko S P,Gere J M.Theory of Elastic Stability.New York:McGraw-Hill Book Company,1961

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[3] 兰勇,郭彦林,陈国栋.梭形钢管格构柱弹性屈曲性能.建筑结构学报,2002,23(5):18-24

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[6] 邓科,郭彦林.轴心受压梭形钢管柱稳定性能及设计方法研究.建筑结构,2004(增刊):284-288

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[9] Deng K,Guo Y L,Hu D B,et al.Ultimate Load-Carrying Capacity of Shuttle-Shaped Box Hollow-Section Column//Fourth International Conference on Advances in Steel Structures.Shanghai:2005

[10] 邓科,郭彦林.轴心受压梭形变截面钢管格构柱的弹性屈曲性能.工程力学,2005(4):31-37

[11] 邓科.梭形变截面轴心受压构件的稳定性能与设计方法研究:[博士学位论文].北京:清华大学,2005

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