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Volumn 60, Issue 7, 2004, Pages 1049-1068

Axial capacity of circular concrete-filled tube columns

Author keywords

Circular hollow sections; Columns; Composite; Concrete; Confinement; High strength; Steel design; Tubes

Indexed keywords

BOND STRENGTH (CHEMICAL); CONCRETES; ESTIMATION; STRENGTH OF MATERIALS; TUBULAR STEEL STRUCTURES;

EID: 1842533334     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2003.10.001     Document Type: Article
Times cited : (551)

References (12)
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  • 2
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  • 3
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    • O'Shea, M.1    Bridge, R.2
  • 4
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    • The Design for local buckling of concrete filled steel tubes
    • Innsbruck, Austria
    • O'Shea M, Bridge R. The Design for local buckling of concrete filled steel tubes. In: Composite Construction-Conventional and Innovate, Innsbruck, Austria; 1997, p. 319-24.
    • (1997) Composite Construction-Conventional and Innovate , pp. 319-324
    • O'Shea, M.1    Bridge, R.2
  • 7
    • 1842544747 scopus 로고    scopus 로고
    • Application of Eurocode 4 design provisions to high strength composite columns
    • Innsbruck, Austria
    • Kilpatrick A, Taylor T. Application of Eurocode 4 design provisions to high strength composite columns. In: Composite Construction-Conventional and Innovative, Innsbruck, Austria; 1997, p. 561-6.
    • (1997) Composite Construction-Conventional and Innovative , pp. 561-566
    • Kilpatrick, A.1    Taylor, T.2
  • 8
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    • Analysis of stress state in concrete-filled steel column
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    • Brauns, J.1
  • 9
    • 0034324730 scopus 로고    scopus 로고
    • Design of circular thin-walled concrete filled steel tubes
    • O'Shea M.D. Bridge R.Q. Design of circular thin-walled concrete filled steel tubes J Struct Engng ASCE 126 11 2000 1295-1303
    • (2000) J Struct Engng ASCE , vol.126 , Issue.11 , pp. 1295-1303
    • O'Shea, M.D.1    Bridge, R.Q.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.