Interaction bearing capacity of the waist area of the Guangzhou New TV Tower

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 42, Issue 7, 2009, Pages 1-7

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

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Failure mode; Interaction bearing capacity; Waist area

Indexed keywords

CONCRETE CORE; GUANGZHOU NEW TV TOWER; HORIZONTAL LOADS; INTERACTION BEARING CAPACITY; NON-LINEAR FE; STEEL FRAME; ULTIMATE BEARING CAPACITY; WAIST AREA;

BEARINGS (STRUCTURAL); FAILURE ANALYSIS; PILE FOUNDATIONS; STEEL; STEEL CONSTRUCTION; STRUCTURAL FRAMES; TOWERS; WELDS;

BEARING CAPACITY;

EID: 68049113490     PISSN: 1000131X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (4)

1. ARUP, Guangzhou Design Institute. Initial design of Guangzhou New TV Tower[R]. 2005 (in Chinese)
2. Guo Yanlin, Liu Luyu, Wang Yonghai, et al. Experimental investigation of the waist portion of the Guangzhou New TV Tower[J]. China Civil Engineering Journal, 2008, 41(8): 43-53 (in Chinese)
3. 2000
4. Guo Yanlin, Liu Luyu, Wang Yonghai, et al. Stability behavior of the waist portion of the Guangzhou New TV Tower[J]. China Civil Engineering Journal, 2008, 41(8): 54-64 (in Chinese)