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Volumn 25, Issue 1, 1996, Pages 61-79

An experimental verification of the Generalized Beam Theory applied to interactive buckling problems

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BUCKLING; NUMERICAL ANALYSIS; THEORY; YIELD STRESS;

EID: 0030151111     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/0263-8231(95)00031-3     Document Type: Article
Times cited : (24)

References (18)
  • 1
    • 0027986108 scopus 로고
    • The calculation of modal cross section properties for use in the Generalized Beam Theory
    • Leach, P., The calculation of modal cross section properties for use in the Generalized Beam Theory. Thin-Walled Structures 19 (1994) 61-79.
    • (1994) Thin-walled Structures , vol.19 , pp. 61-79
    • Leach, P.1
  • 5
    • 0028597119 scopus 로고
    • Load-carrying capacity of cold-formed beams subject to overall lateral-torsional buckling and local plate buckling
    • Lindner, J. & Aschinger, R., Load-carrying capacity of cold-formed beams subject to overall lateral-torsional buckling and local plate buckling. J. Constructional Steel Research 31 (1994) 267-287.
    • (1994) J. Constructional Steel Research , vol.31 , pp. 267-287
    • Lindner, J.1    Aschinger, R.2
  • 17
    • 0022940038 scopus 로고
    • Development of a unified approach to the design of cold-formed steel members
    • Advisory Group on the Specification for the design of Cold Formed Steel Structural Members, American Iron and Steel Institute, 1133 15th Street, NW Washington, DC 20005, March
    • Pekoz, T., Development of a unified approach to the design of cold-formed steel members. Research Report CF 87-1, Advisory Group on the Specification for the design of Cold Formed Steel Structural Members, American Iron and Steel Institute, 1133 15th Street, NW Washington, DC 20005, March 1987.
    • (1987) Research Report CF 87-1
    • Pekoz, T.1
  • 18
    • 0004919089 scopus 로고
    • Zur traglast von biegetragern, die durch gleichzeitiges auftreten von ortlichem beulem und biegedrillknicken versagen
    • Lindner, J. & Gregull, T., Zur Traglast von Biegetragern, die durch gleichzeitiges Auftreten von ortlichem Beulem und Biegedrillknicken versagen (Load carrying capacity of beams subject to local plate buckling and lateral-torsional buckling). Stahlbau, 61 (1992) 9,15.
    • (1992) Stahlbau , vol.61 , pp. 9
    • Lindner, J.1    Gregull, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.