Ultimate capacity of I-sections under combined loading – Part 2: Parametric studies and CSM design-Reference-Cited by-同舟云学术

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Ultimate capacity of I-sections under combined loading – Part 2: Parametric studies and CSM design

Published:2018-09 Issue: Volume:148 Page:265-274
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Yun X.,Gardner L.,Boissonnade N.

Funder

China Scholarship Council

Imperial College London

Publisher

Elsevier BV

Subject

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

Reference28 articles.

1. Eurocode 3: Design of steel Structure – Part 1–1: General rules and rules for Buildings;EN 1993-1-1,2005

2. Specification for structural steel Buildings;ANSI/AISC 360-16,2016

3. Inelastic local buckling of fabricated I-beams;Bradford;J. Constr. Steel Res.,1987

4. Slenderness limit of class 3 I cross-sections made of high strength steel;Beg;J. Constr. Steel Res.,1996

5. Local buckling behaviour of beam-columns;Dawe;J. Constr. Steel Res.,1986

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