Thermal and structural behaviour of a full-scale composite building subject to a severe compartment fire

Author:

Foster Samantha,Chladná Magdaléna,Hsieh Christina,Burgess Ian,Plank Roger

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry

Reference28 articles.

1. British Standards Institution. BS476: method for determination of the fire resistance of elements of construction: part 20. BSI; London; 1987.

2. British Standards Institution. BS5950: structural use of steelwork in buildings: part 8: code of practice for fire resistant design. BSI; London; 1990.

3. European Committee for Standardisation. ‘prEN1993-1-2: Eurocode 3: design of steel structures part 1.2:general rules—structural fire design (stage 49 draft)’, Commission of the European Communities, Brussels, 2003.

4. European Committee for Standardisation. ‘prEN1991-1-2: Eurocode 1: actions on structures part 1.2: structural fire design (stage xx draft)’, Commission of the European communities; Brussels. 20xx.

5. Schleich J-B, Cajot L-G. Competitive steel buildings through natural fire safety concept. ECSC final report, CEC Agr. 7210-SA/522, Esch/Alzette, Luxembourg, 2000.

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