An experimental study on the seismic behavior of the steel column-beam-brace joints of the Guangzhou TV Tower

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 42, Issue 8, 2009, Pages 9-16

  Chen, Yiyi ^a,b   Meng, Xiande ^a   Tong, Lewei ^a   Jia, Liangjiu ^a   Zhou, Ding ^c   Zhong, Yunhua ^c  

^a TONGJI UNIVERSITY   (China)

^b Key State Lab for Disaster Prevention in Civil Engineering ^*  (China)

^c Guangzhou Design Institute   (China)

Author keywords

Column ring beam brace joint; Concrete filled tube; Experimental study; Hysteretic behavior; Steel tube

Indexed keywords

COLUMN-RING BEAM-BRACE JOINT; CONCRETE FILLED TUBE; EXPERIMENTAL STUDY; HYSTERETIC BEHAVIOR; STEEL TUBE;

ARCH BRIDGES; DAMPING; ENERGY DISSIPATION; HYSTERESIS; SEISMIC DESIGN; SEISMIC RESPONSE; STEEL; STEEL CONSTRUCTION; STEEL METALLOGRAPHY; STIFFNESS; TOWERS; TUBES (COMPONENTS); TUBULAR STEEL STRUCTURES;

STEEL RESEARCH;

EID: 69849091465     PISSN: 1000131X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (4)

1. Wardenier J. Hollow sections in structural applications[M]. New York: John Wiley & Sons, 2002
2. GB 50010-2002 Code for design of concrete structures[S] (in Chinese)
3. CECS28: 90 Specification for design and construction of concrete-filled steel tubular structures[S](in Chinese)
4. DBJ 13-51-2003 Technical specification for concrete-filled steel tubular structures[S](in Chinese)