Influence of the horizontal bracings on the stability of the exterior steel frame in the waist region of the Guangzhou New TV Tower

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 42, Issue 5, 2009, Pages 61-68

  Liu, Luyu ^a   Guo, Yanlin ^a   Wang, Yonghai ^a   Lin, Bing ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Critical buckling load; Horizontal bracings; Ultimate load carrying capacity

Indexed keywords

BUCKLING MODE; CONCRETE TUBES; CRITICAL BUCKLING LOAD; CRITICAL BUCKLING LOADS; ELASTIC BUCKLING; GUANGZHOU NEW TV TOWER; HORIZONTAL BRACINGS; LOAD CARRYING CAPACITIES; RATIONAL DESIGN; STEEL FRAME; STRUCTURAL UNIT; ULTIMATE LOAD-CARRYING CAPACITY;

COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; SAFETY FACTOR; STEEL; STEEL CONSTRUCTION; STRUCTURAL FRAMES; TOWERS; TUBES (COMPONENTS);

BUCKLING;

EID: 66349099691     PISSN: 1000131X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (4)

1. Liu Luyu. Experimental and theoretical investigation to stability of the waist region of Guangzhou New TV Tower[D]. Beijing: Tsinghua University, 2007(in Chinese).
2. ARUP, Guangzhou Design Institute. Initial design of Guangzhou New TV Tower[R]. 2005 (in Chinese).
3. GB 50017-2003 Code for design of steel structures[S]. Beijing: China Planning Press, 2003(in Chinese).