Structural behaviour of cold-formed thin-walled short steel channel columns at elevated temperatures. Part 2: Design calculations and numerical analysis

Author:

Feng M,Wang Y.C,Davies J.M

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. ABAQUS Standard User’s Manual. Volumes I–III. Version 5.8.1.5 Hibbit, Karlsson & Sorensen Inc, 1998.

2. Ala-Outinen T, Myllymaki J. The local buckling of RHS members at elevated temperatures, VTT Research Notes 1672, Technical Research Centre of Finland, VTT, Espoo, Finland, 1995.

3. British Standard Insitituion (BSI 1987), BS5950: Structural Use of Steelwork in Building. Part 5: Code of practice for design of cold-formed sections. British Standards Institution, London.

4. CEN. Eurocode 3: Design of Steel Structures, Part 1.3: General rules, Supplementary rules for cold formed thin gauge members and sheeting, Commission of the European Communities, Brussels, 1993.

5. CEN. Pre EN 1993-1-2, Eurocode 3; Design of steel structures. Part 1.2: General rules, Structural fire design. British Standards Institution, 2001.

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