Experimental investigation of the waist portion of the Guangzhou new TV Tower

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 41, Issue 8, 2008, Pages 43-53

  Guo, Yanlin ^a   Liu, Luyu ^a   Wang, Yonghai ^a   Lin, Bing ^a   Pan, Hanming ^a   Liang, Shuo ^b  

^a TSINGHUA UNIVERSITY   (China)

^b Guangzhou new TV Tower Construction Co Ltd ^*  (China)

Author keywords

Failure mechanism; Model test; Multi column buckling; Ultimate load carrying capacity; Waist region

Indexed keywords

BUCKLING; BUILDINGS; COLUMNS (STRUCTURAL); SAFETY FACTOR; STEEL; STEEL CONSTRUCTION; STRUCTURAL FRAMES; TOWERS;

CARRYING CAPACITY; COLUMN BUCKLING; COLUMN STABILITY; COMPRESSION FORCES; CONCRETE-FILLED COLUMNS; EXPERIMENTAL INVESTIGATIONS; FAILURE MECHANISM; FAILURE MECHANISMS; GUANGZHOU; HORIZONTAL SHEAR; MODEL TEST; MULTI-COLUMN BUCKLING; SCALED MODELING; STEEL FRAMES; ULTIMATE LOAD-CARRYING CAPACITY; WAIST REGION;

TUBES (COMPONENTS);

EID: 52349087852     PISSN: 1000131X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. Guo Yanlin, Wang Yonghai. Test Specification for the Waist Region for Guangzhou New TV Tower[R]. Beijing: Tsinghua University, 2006(in Chinese)
2. Guo Yanlin, Liu Luyu. Experimental Investigation Report on the Waist Region of Guangzhou New TV Tower [R]. Beijing: Tsinghua University, 2007(in Chinese)
3. Guo Yanlin. Experimental Investigation Report on Stability of the Exterior Steel Frame of Guangzhou New TV Tower [R]. Beijing: Tsinghua University,2007 (in Chinese)