On the probabilistic evaluation of the stability resistance of steel columns and beams-Reference-Cited by-同舟云学术

On the probabilistic evaluation of the stability resistance of steel columns and beams

Published:2009-03 Issue:3 Volume:65 Page:569-577
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Szalai József,Papp Ferenc

Publisher

Elsevier BV

Subject

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

Reference26 articles.

1. Janns J, Sedlacek G, Maquoi R, Ungermann D, Kuck J.. Evaluation of test results on columns, beams and beam–columns with cross-sectional classes 1-3 in order to obtain strength functions and suitable model factors. Background report to Eurocode 3 Common unified rules for steel structures. 1992

2. Guide to stability design of metal structures;Galambos,1995

3. Theory of beam–columns;Chen,1977

4. Fukumoto Y, Aoki T, Kajita N.. Evaluation of column curves based on probabilistic concept. In: Proceedings of the international conference on stability. Preliminary report. Tokyo; 1976

5. Computer simulation of the E.C.C.S. buckling curves using a Monte-Carlo method;Strating;HERON,1973

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