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BIBLIOGRAPHIE

[1] Rugarli, Paolo. Classification of I- or H-shaped cross-sections under mixed inter- nal actions. Milan: Castalia s.r.l., 1993.

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[3] Gardner, L., and Nethercot, D. A. Designers’ Guide to EN 1993-1-1 Eucorode 3: Design of steel structures general rules and rules for building. London: Thomas Telford Publishing, 2004.

[4] Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design. New-York: American Society of Civil Engineers, 1997. 181-278.

[5] Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings. Brussels: European Committee for Standardization, 2005.

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[7] Timoshenko, Stephen P. History Of Strength Of Materials. New-York: McGraw- Hill Book Company, 1953. 1-152.

[8] Bureau, Alain. NCCI: Elastic critical moment for lateral torsional buckling. Paris: CTICM, 2006.

[9] Johansson, Bernt., Maquoi, Rene., Sedlacek, Gerhard. New design rules for plated structures in Eurocode 3. Amsterdam: Elsevier, 2000. 296-297.

[10] Specification for Structural Steel Buildings. 13th Ed. Chicago: American Insti- tute of Steel Construction, 2005.

[11] Nair, Shankar R. Stability Analysis and the 2005 AISC Specification. Chicago: AISC, 2007 <www.aisc.org/bookstore/itemRedirector.aspx?id=15922>.

[12] Structural Plastics Design Manual (No. 63). 1st Ed. New-York: American Society of Civil Engineers, 1984. 693-798.

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