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Volumn 125, Issue 5, 1999, Pages 510-514

Prediction of ultimate capacity of perforated lipped channels

Author keywords

[No Author keywords available]

Indexed keywords

ASPECT RATIO; BUCKLING; COMPRESSIVE STRENGTH; LOAD LIMITS; STRUCTURAL LOADS;

EID: 0033121624     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:5(510)     Document Type: Article
Times cited : (58)

References (15)
  • 1
    • 0040714562 scopus 로고    scopus 로고
    • American Iron and Steel Institute, Washington, D.C.
    • Cold-formed steel design manual. (1996). American Iron and Steel Institute, Washington, D.C.
    • (1996) Cold-formed Steel Design Manual.
  • 2
    • 0345091840 scopus 로고    scopus 로고
    • Eurocode 3: Design of steel structures. Part 1.3: General rules, supplementary rules for cold formed thin gauge members and sheeting
    • European Committee for Standardisation, Brussels
    • "Eurocode 3: Design of steel structures. Part 1.3: General rules, supplementary rules for cold formed thin gauge members and sheeting." (1996). ENV 1993-1-3, European Committee for Standardisation, Brussels.
    • (1996) ENV 1993-1-3
  • 3
    • 0040714564 scopus 로고    scopus 로고
    • The behavior of light gauge steel perforated sections subject to combined axial loading plus bending
    • Leach, P., Taylor, A., and Davies, J. M. (1996). "The behavior of light gauge steel perforated sections subject to combined axial loading plus bending." Proc., Bicentenary Conf. on Thin-Walled Struct.
    • (1996) Proc., Bicentenary Conf. on Thin-walled Struct
    • Leach, P.1    Taylor, A.2    Davies, J.M.3
  • 4
    • 0021393747 scopus 로고
    • Local buckling capacity of C-shaped cold-formed steel sections with punched webs
    • Loov, R. (1984). "Local buckling capacity of C-shaped cold-formed steel sections with punched webs." Can. J. Civ. Engrg., Ottawa, 11(1), 1-7.
    • (1984) Can. J. Civ. Engrg., Ottawa , vol.11 , Issue.1 , pp. 1-7
    • Loov, R.1
  • 5
    • 0028377792 scopus 로고
    • Unstiffened strip approach for perforated wall studs
    • Miller, T. H., and Pekoz, T. (1994). "Unstiffened strip approach for perforated wall studs." J. Struct. Engrg., ASCE, 120(2), 410-421.
    • (1994) J. Struct. Engrg., ASCE , vol.120 , Issue.2 , pp. 410-421
    • Miller, T.H.1    Pekoz, T.2
  • 6
    • 0021302008 scopus 로고
    • Ultimate capacity of uniaxially compressed perforated plates
    • Elsevier Applied Science, London
    • Narayanan, R., and Chow, F. Y. (1984). "Ultimate capacity of uniaxially compressed perforated plates." Thin-walled structures, Vol. 2, Elsevier Applied Science, London, 241-264.
    • (1984) Thin-walled Structures , vol.2 , pp. 241-264
    • Narayanan, R.1    Chow, F.Y.2
  • 12
    • 0016569518 scopus 로고
    • Buckling and post-buckling behaviour of plates with holes
    • London
    • Ritchie, D., and Rhodes, J. (1975). "Buckling and post-buckling behaviour of plates with holes." Aeronautical Quarterly, London, 26, 281-296.
    • (1975) Aeronautical Quarterly , vol.26 , pp. 281-296
    • Ritchie, D.1    Rhodes, J.2
  • 14
    • 0023396386 scopus 로고
    • Load capacity of uniformly compressed cold-formed steel section with punched web
    • Sivakumaran, K. S. (1987). "Load capacity of uniformly compressed cold-formed steel section with punched web." Can. J. Civ. Engrg., Ottawa, 14(4), 550-558.
    • (1987) Can. J. Civ. Engrg., Ottawa , vol.14 , Issue.4 , pp. 550-558
    • Sivakumaran, K.S.1
  • 15
    • 0015672459 scopus 로고
    • Cold-formed steel members with perforated elements
    • Yu, W. W., and Davis, C. S. (1973). "Cold-formed steel members with perforated elements." J. Struct. Div., ASCE, 99(10), 2061-2077.
    • (1973) J. Struct. Div., ASCE , vol.99 , Issue.10 , pp. 2061-2077
    • Yu, W.W.1    Davis, C.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.