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Volumn 24, Issue 6, 2002, Pages 825-838

An analytical model for thin-walled steel box columns with concrete in-fill

Author keywords

Box columns; Concrete in fill; Local buckling; Prediction method; Thin walled; Ultimate load

Indexed keywords

CONCRETES; PLATES (STRUCTURAL COMPONENTS); TALL BUILDINGS; TUBULAR STEEL STRUCTURES;

EID: 0036605720     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00019-6     Document Type: Article
Times cited : (72)

References (22)
  • 10
    • 0032108685 scopus 로고    scopus 로고
    • Local and post-local buckling of concrete-filled steel welded box columns
    • (1998) J. Constr St Research , vol.47 , pp. 47-72
    • Uy, B.1
  • 12
    • 0034155686 scopus 로고    scopus 로고
    • Strength of concrete filled steel box columns incorporating local buckling
    • (2000) ASCE J Struct Engg , vol.126 , pp. 341-352
    • Uy, B.1
  • 14
    • 0006854072 scopus 로고    scopus 로고
    • Parametric study on the structural behaviour of steel plates in concrete-filled fabricated thin-walled box columns
    • (1999) Structural Engg , vol.2 , Issue.1 , pp. 57-71
    • Liang, Q.Q.1    Uy, B.2
  • 22
    • 0025555867 scopus 로고
    • Solution method for nonlinear problems with multiple critical points
    • (1990) AIAA J , vol.28 , Issue.12 , pp. 2110-2116
    • Yang, Y.B.1    Shieh, M.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.