A new developed expression to determine more realistically the shear buckling stress in steel plate structures-Reference-Cited by-同舟云学术

A new developed expression to determine more realistically the shear buckling stress in steel plate structures

Published:2008-07 Issue:7-8 Volume:64 Page:737-747
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Estrada Imma,Real Esther,Mirambell Enrique

Publisher

Elsevier BV

Subject

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

Reference12 articles.

1. Theory of the elastic stability;Timoshenko,1961

2. Shear buckling coefficients of plate girder web panels;Lee;Computers & Structures,1996

3. Web buckling of tapered plate girders;Mirambell;Proc Inst Civil Eng Struct Bld,2000

4. European Committee for Standardisation. ENV-1993-1-4. Eurocode 3: Design of steel structures. Part 1–4: General rules—Supplementary rules for stainless steel. Brussels; 1996

5. Real E. Aportaciones al estudio del comportamiento a flexion de estructuras de acero inoxidable. Doctoral thesis. Barcelona (Spain): Universitat Politècnica de Catalunya; 2001

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