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

Nethercot, D.A.    (Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus   ); Gardner, L.    (Department of Civil and Environmental Engineering, Imperial College London, South Kensington Campus  );
  • 초록

    Procedures given in Eurocode 3 Part 1.1 (EN 1993-1-1) for design of the main types of structural member under given systems of loading are presented and described. Whereas some of these e.g. the procedure for axially loaded columns, are little changed from the early concept that appeared more than 25 years ago in the European Recommendations and have subsequently been adopted in many other steel codes of the world, others such as the interaction formulae for beam-columns are new, with aspects of the provisions still under development. For each type of member the basis of the procedure is described and some comparative comments made.


  • 주제어

    beams .   beam-columns .   buckling curves .   columns .   EN 1993 .   Eurocode 3 .   structural design.  

  • 참고문헌 (12)

    1. Galambos, T.V., Editor. (1998), Guide to Stability Design Criteria for Metal Structures. 5th Edition. Structural Stability Research Council. John Wiley and Sons, New York. 
    2. Gardner, L. and Nethercot, D.A. (2005). Designers' Guide to EN 1993-1-1 Eurocode3: Design of Steel Structures. Thomas Telford Ltd, London. 
    3. 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. 
    4. 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. 
    5. Lindner, J. (2003),"Design of beams and beam columns", Progress in Structural Engineering and Materials, 5, 38-47. 
    6. Lindner, J. (2004),"Extension of interaction formulae level 1 to biaxial bending and torsion", ECCS TC8, Report 10, 2004, TU Berlin. 
    7. Lindner, J and Gregull, Th. (1986),"Torsional restraint coefficients of profiled sheeting", Proc. of the Stockholm, IABSE Colloquium, Thin-walled Metal Structures in Buildings, 161-168. 
    8. Salzgeber, G. and Greiner, R. (2000),"New lateral-torsional buckling curves - Numerical simulations and design formulae", ECCS TC8, Report 30. University of Graz. 
    9. Vrany, T. (2001),"Rotational stiffness of connection of sheeting and cold-formed beams", Proceedings NSCC 2001, Helsinki, 391-398. 
    10. Beer, H. and Schulz, G. (1970),"Bases theoriques des courbes europeennes de flambement" (Theoretical bases of the European Buckling Curves). Construction metallique No.3, Sept. 1970. 
    11. 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. 
    12. Davies, J.M and Brown, B.A. (1996), Plastic Design to BS5950, Blackwall Science, Oxford. 

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