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Volumn 63, Issue 2, 2007, Pages 182-193

Experimental and computational study of concrete filled steel tubular columns under axial loads

Author keywords

Circular hollow sections; Columns; Concentric loading; Concrete; Concrete filled steel tubes; Confinement; Finite element method

Indexed keywords

COMPUTATION THEORY; CONCRETE CONSTRUCTION; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; FLY ASH; STRUCTURAL LOADS;

EID: 33750322832     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2006.04.004     Document Type: Article
Times cited : (192)

References (8)
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  • 2
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    • O'Shea, M.1    Bridge, R.2
  • 3
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    • Design of circular thin-walled concrete filled steel tubes
    • O'Shea M.D., and 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
  • 4
    • 33750327957 scopus 로고    scopus 로고
    • Kilpatrick A., Rangan B.V.. Behaviour of high-strength composite columns. In: Composite construction - conventional and innovative. Innsbruck, Austria; 1997. p. 789-94
  • 5
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    • Kilpatrick A., Taylor T.. Application of Eurocode 4 design provisions to high strength composite columns. Composite construction - conventional and innovative. Innsbruck, Austria; 1997. p. 561-6
  • 6
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    • Analysis of stress state in concrete-filled steel column
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    • Brauns, J.1
  • 7
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    • Axial capacity of circular concrete-filled tube columns
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    • Georgios, G.1    Dennis, L.2
  • 8
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    • Theoretical stress-strain model for confined concrete
    • Mander J.B., Priestley M.J.N., and Park R. Theoretical stress-strain model for confined concrete. J Struct Engng ASCE 114 8 (1988) 1804-1848
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    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.