Analytical studies on design method and application of multi-column out-plane buckling in open-space region of the Guangzhou New TV Tower

Jianzhu Jiegou Xuebao/Journal of Building Structures

Volumn 31, Issue 1, 2010, Pages 87-93

  Guo, Yanlin ^a   Wang, Yonghai ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Effective length method; Multi column; Out plane buckling; Stability capacity

Indexed keywords

AXIAL FORCE DISTRIBUTION; BUCKLING LOADS; BUCKLING STABILITY; COMPARATIVE STUDIES; DESIGN METHOD; EFFECTIVE LENGTH; EFFECTIVE LENGTH FACTOR; EFFECTIVE LENGTH METHOD; ELASTIC BUCKLING; EULER'S FORMULA; GUANGZHOU; GUANGZHOU NEW TV TOWER; OPEN SPACE; PLANE STABILITY; SPACE REGIONS; STABILITY ANALYSIS; TEST MODELS; TV TOWER;

BUCKLING; COLUMNS (STRUCTURAL); DESIGN; STABILITY; TOPOLOGY; TOWERS;

FINITE ELEMENT METHOD;

EID: 77950551341     PISSN: 10006869     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. Guo Yanlin. Experimental investigation report on stability of the exterior steel frame of Guangzhou New TV Tower[R]. Beijing: Department of Civil Engineering, Tsinghua University, 2007 (in Chinese)
2. GUO Yanlin, WANG Yonghai, Liu Luyu, et al. Experimental investigation to interaction of column buckling in bottom void region of Guangzhou New TV Tower[J]. Journal of Building Structures, 2010, 31(1): 78-86. (in Chinese)
3. DBJ 13-51-2003Technical specification for concrete-filled steel tubular structures[S]. (in Chinese)
4. Guo Yanlin, Liu Luyu, Wang Yonghai, et al. Stability behavior of the waist region of Guangzhou New TV Tower[J]. China Civil Engineering Journal, 2008, 41(8): 54-64. (in Chinese)
5. Han Linhai. Steel tube filled concrete structure[M]. Beijing: Science Press, 2000. (in Chinese)
6. GB 50017-2003Code for design of steel structures[S]. (in Chinese)
7. Ove Arup and Partners Ltd, Guangzhou Design Institute. Report of Initial design of Guangzhou New TV Tower[R]. Guangzhou: Ove Arup and Partners Ltd, Guangzhou Design Institute, 2005. (in Chinese)