A method for predicting the flexural response of tubular members with non-linear stress–strain characteristics-Reference-Cited by-同舟云学术

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A method for predicting the flexural response of tubular members with non-linear stress–strain characteristics

Published:2001-11 Issue:11 Volume:57 Page:1197-1216
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Chryssanthopoulos M.K.,Low Y.M.

Publisher

Elsevier BV

Subject

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

Reference11 articles.

1. Steel designers’ manual,1992

2. Buckling strength of metal structures;Bleich,1952

3. European Stainless Steel Development and Information Group (Euro Inox), Design manual for structural stainless steel, Zurich, 1994.

4. ENV 1993—1–4, Eurocode 3 Design of steel structures; Part 1–4: General rules and supplementary rules for stainless steel, CEN, 1996.

5. Design of cold-formed stainless steel tubular members, II: Beams;Rasmussen;J Struct Eng, ASCE,1993

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