Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance model

Author:

Rebelo C.,Lopes N.,Simões da Silva L.,Nethercot D.,Vila Real P.M.M.

Publisher

Elsevier BV

Subject

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

Reference19 articles.

1. Boissonnade N, Greiner R, Jaspart JP, Lindner J. Rules for member stability in EN 1993-1-1. Background documentation and design guidelines, ECCS Technical Committee 8–Stability. Publication 119. ECCS; 2006

2. CEN, European Committee for Standardization. EN 1990:2002, Basis of structural design, April 2002. Brussels. 2002

3. CEN, European Committee for Standardisation, EN 1993-1-1:2005, Eurocode 3: Design of steel Structures–Part 1-1: General rules and rules for buildings. Brussels (Belgium). 2005

4. ECCS–European Convention for Constructional Steelwork, Technical Committee 8–Structural Stability, Technical Working Group 8.2, System, ultimate limit state calculation of sway frames with rigid joints. 1st ed. 1984

5. CEN, European Committee for Standardisation. prEN 1090-2 Execution of Steel Structures and aluminium Structures–Part 2: Technical Requirements for the execution of steel structures. 2007

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