An experimental study of non-sway loaded and rotationally restrained steel column assemblies under fire conditions: analysis of test results and design calculations-Reference-Cited by-同舟云学术

An experimental study of non-sway loaded and rotationally restrained steel column assemblies under fire conditions: analysis of test results and design calculations

Published:2003-03 Issue:3 Volume:59 Page:291-313
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wang Y.C,Davies J.M

Publisher

Elsevier BV

Subject

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

Reference12 articles.

1. British Standards Institution (BSI 1990), British Standard 5950, Structural use of steelwork in building, Part 8: code of practice for fire resistant design. London: British Standards Institution.

2. European Committee for Standardization (CEN 2001), Draft prEN 1993-1-2, Eurocode 3: Design of steel structures, Part 1.2: General rules, structural fire design.

3. The influence of the thermal expansion of beams on the structural behaviour of columns in steel-framed structures during a fire;Bailey;Engineering Structures,2000

4. Failure temperature of a system comprising a restrained column submitted to fire;Franssen;Vol,2000

5. The effects of structural continuity on the fire resistance of concrete filled columns in non-sway frames;Wang;Journal of Constructional Steel Research,1999

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