The Behaviour of Structural Steels at Elevated Temperatures and the Design of Fire Resistant Steels-Reference-Cited by-同舟云学术

The Behaviour of Structural Steels at Elevated Temperatures and the Design of Fire Resistant Steels

Published:2001 Issue:9 Volume:42 Page:1913-1927
ISSN:1345-9678
Container-title:MATERIALS TRANSACTIONS
language:en
Short-container-title:Mater. Trans.

Author:

Sha Wei¹,Kirby Brian R.²,Kelly Fergal S.³

Affiliation:

1. Metals Research Group, School of Civil Engineering, The Queen’s University of Belfast

2. Construction Applications, Corus

3. Peter Brett Associates, Bridge Studios

Publisher

Japan Institute of Metals

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Link

https://www.jstage.jst.go.jp/article/matertrans/42/9/42_9_1913/_pdf

Reference81 articles.

1. 1) BS 5950: Structural Use of Steelwork in Building, Part 8: Code of Practice for Fire Resistant Design, (British Standards Institution, London, 1990).

2. 2) BS ENV 1993: Eurocode 3: Design of Steel Structures, Part 1.2: Structural Fire Design (Including UK NAD), (British Standards Institution, London, 1996).

3. 3) BS ENV 1994: Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1.2: Structural Fire Design (Including UK NAD), (British Standards Institution, London, 1996).

4. 4) R. M. Lawson and G. M. Newman: Structural Fire Design to EC3 & EC4, and Comparison with BS 5950, (The Steel Construction Institute, Ascot, England, 1996) p. 3.

5. 5) B. R. Kirby: Fire, Static and Dynamic Tests of Building Structures, ed. by G. S. T. Armer and T. O’Dell, (E & FN Spon, London, 1997) pp. 111–126.

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