Steel Members with Variable I Cross Sections under Bending and Compression with Lateral Restraints – Behavior by Experimental Test

Author:

Cristutiu Ionel M.,Nunes Daniel L.,Dogariu Adrian I.

Publisher

Springer Berlin Heidelberg

Reference5 articles.

1. Cristutiu, I.M., Nunes, D.: Out of Plane Behavior of Pitched-Roof Single Storey Frames with Tapered Members Considering Lateral Restraints. In: Proc. ASCCS 2012, Singapore (2012), doi:10.3850/978-981-07-2615-7217

2. EN 1993-1-1 Eurocode 3, Design of steel structures Part 1.1: General rules and rules for buildings (2005)

3. Farshi, B., Kooshesh, F.: Buckling Analysis of structural steel frames with inelastic effects according to codes. J. Constr. Steel Res. 65, 2078–2085 (2009)

4. Szalai, J., Papp, F.: On the probabilistic evaluation of the stability resistance of steel columns and beams. J. Constr. Steel Res. 65, 569–577 (2009)

5. Taras, A., Greiner, R.: Torsional and flexural torsional buckling - A study on laterally restrained I-sections. J. Constr. Steel Res. 64(7-8), 725–731 (2008)

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1. Behavior of Steel Welded Tapered Beam-column;The Open Civil Engineering Journal;2017-06-30

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