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Volumn 5, Issue 2-3, 2005, Pages 127-140

The EC3 approach to the design of columns, beams and beam-columns

Author keywords

Beam columns; Beams; Buckling curves; Columns; EN 1993; Eurocode 3; Structural design

Indexed keywords

BEAMS AND GIRDERS; BENDING STRENGTH; BUCKLING; BUILDING CODES; ENGINEERS; STRUCTURAL DESIGN; STRUCTURAL LOADS;

EID: 20844433846     PISSN: 12299367     EISSN: None     Source Type: Journal    
DOI: 10.12989/scs.2005.5.2_3.127     Document Type: Article
Times cited : (8)

References (12)
  • 1
    • 75849146643 scopus 로고
    • Bases théoriques des courbes européennes de flambement
    • Sept. 1970
    • Beer, H. and Schulz, G. (1970), "Bases théoriques des courbes européennes de flambement" (Theoretical bases of the European Buckling Curves). Construction métallique No.3, Sept. 1970.
    • (1970) Construction Métallique No.3 , vol.3
    • Beer, H.1    Schulz, G.2
  • 2
    • 0036859806 scopus 로고    scopus 로고
    • Improvement of the interaction formulae for beam columns in Eurocode 3
    • Boissonnade, N., Jaspart, J.-P., Muzeau, J.-P. and Villette, M. (2002), "Improvement of the interaction formulae for beam columns in Eurocode 3", Comput. Struct., 80, 2375-2385.
    • (2002) Comput. Struct. , vol.80 , pp. 2375-2385
    • Boissonnade, N.1    Jaspart, J.-P.2    Muzeau, J.-P.3    Villette, M.4
  • 6
    • 20844448149 scopus 로고    scopus 로고
    • Calibration of buckling curves for lateral-torsional buckling of steel members via EC3 Annex Z standard procedure
    • 19th-20th September 2002, Coimbra
    • Georgescu, M. and Dubina, D. (2002), "Calibration of buckling curves for lateral-torsional buckling of steel members via EC3 Annex Z standard procedure", Proc. of the Third European Conf. on Steel Structures (Eurosteel). 19th-20th September 2002, Coimbra. 271-280.
    • (2002) Proc. of the Third European Conf. on Steel Structures (Eurosteel) , pp. 271-280
    • Georgescu, M.1    Dubina, D.2
  • 7
    • 0040337712 scopus 로고    scopus 로고
    • Restraint of beams by trapezoidal sheeting using different types of connection
    • Ed. Usami, London: Elsevier
    • Lindner, J. (1998), "Restraint of beams by trapezoidal sheeting using different types of connection". Ed. Usami, Stability, and Ductility of Steel Structures, London: Elsevier, 27-36.
    • (1998) Stability, and Ductility of Steel Structures , pp. 27-36
    • Lindner, J.1
  • 9
    • 20844459588 scopus 로고    scopus 로고
    • Extension of interaction formulae level 1 to biaxial bending and torsion
    • 2004, TU Berlin
    • Lindner, J. (2004), "Extension of interaction formulae level 1 to biaxial bending and torsion", ECCS TC8, Report 10, 2004, TU Berlin.
    • (2004) ECCS TC8, Report , vol.10
    • Lindner, J.1
  • 11
    • 20844434752 scopus 로고    scopus 로고
    • New lateral-torsional buckling curves - Numerical simulations and design formulae
    • University of Graz
    • Salzgeber, G. and Greiner, R. (2000), "New lateral-torsional buckling curves - Numerical simulations and design formulae", ECCS TC8, Report 30. University of Graz.
    • (2000) ECCS TC8, Report , vol.30
    • Salzgeber, G.1    Greiner, R.2
  • 12
    • 20844438125 scopus 로고    scopus 로고
    • Rotational stiffness of connection of sheeting and cold-formed beams
    • Helsinki
    • Vrany, T. (2001), "Rotational stiffness of connection of sheeting and cold-formed beams", Proceedings NSCC 2001, Helsinki, 391-398.
    • (2001) Proceedings NSCC 2001 , pp. 391-398
    • Vrany, T.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.