Bending rigidity of welded beam-column-brace-bracket joints in Guangzhou new TV tower

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 43, Issue 7, 2010, Pages 22-28

  Tong, Lewei ^a   Wang, Xinyi ^a,b   Chen, Yiyi ^a   Meng, Xiande ^a   Wang, Weiming ^c   Xiong, Wei ^c  

^a TONGJI UNIVERSITY   (China)

^b NANCHANG INSTITUTE OF TECHNOLOGY   (China)

^c Guangzhou Design Institute   (China)

Author keywords

Bending rigidity; Circular hollow section; Concrete filled hollow section; Finite element analysis; Ring stiffener; Test; Welded joint

Indexed keywords

BENDING RIGIDITY; CIRCULAR HOLLOW SECTION; CONCRETE-FILLED; FINITE ELEMENT ANALYSIS; HOLLOW SECTION; RING STIFFENERS; WELDED JOINTS;

BEAMS AND GIRDERS; BENDING (DEFORMATION); FINITE ELEMENT METHOD; PHOTOLITHOGRAPHY; RIGIDITY; STRUCTURAL ANALYSIS; TENSILE STRENGTH; TOWERS; TUBULAR STEEL STRUCTURES; WALLS (STRUCTURAL PARTITIONS); WELDED STEEL STRUCTURES; WELDS;

WELDING;

EID: 77955264793     PISSN: 1000131X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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