On the application of beam-column interaction formulae to steel members with arbitrary loading and support conditions-Reference-Cited by-同舟云学术

On the application of beam-column interaction formulae to steel members with arbitrary loading and support conditions

Published:2004-03 Issue:3-5 Volume:60 Page:433-450
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Gonçalves Rodrigo,Camotim Dinar

Publisher

Elsevier BV

Subject

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

Reference10 articles.

1. Comité Européen de Normalisation (CEN). Eurocode 3: design of steel structures, part 1.1: general rules and rules for buildings (ENV 1993-1-1). Brussels: 1992.

2. Ofner R. Traglasten von Stäben aus Stahl bei Druck und Biegung. PhD thesis, Technische Universität Graz, 1997 [in German].

3. Greiner R. Background information on the beam-column interaction formulae at Level 1. Report # TC8-2001-002, ECCS Technical Committee 8, 2001.

4. Improvement of the interaction formulae for beam-columns in Eurocode 3;Boissonnade;Comput Struct,2002

5. Hibbit, Karlsson, Sorensen Inc., ABAQUS Standard (version 5.8), 1998.

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