New design curves for LT and TF buckling with consistent derivation and code-conform formulation

Author:

Greiner Richard,Taras Andreas

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. EN 1993-1-1 (2005), Eurocode 3 - Design of steel structures. Part 1-1, General rules and rules for buildings, CEN Brussels, 2005.

2. Greiner , R. Salzgeber , G. Ofner , R. New lateral-torsional buckling curves - numerical simulations and design formulae. Brussels: ECCS TC8 - Report No. TC8-2000-014. European Convention for Constructional Steelwork, 2000.

3. CEC (1988), ENV background doc. 5.03. Brussels: Commission of the European Community.

4. Byfield , M. P. Nethercot , D. A. An analysis of the true bending strength of steel beams. Proc. Inst. Civ. Engrs. Structs & Bldgs., 128 (1998), pp. 188-197.

5. Greiner , R. Kaim , P. Comparison of LT-buckling design curves with test results. Brussels: ECCS TC8 - Report, 23 April 2001, European Convention for Constructional Steelwork, 2001.

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