Structural Response of Tall Buildings to Multiple Floor Fires

Author:

Flint Graeme12345,Usmani Asif12345,Lamont Susan12345,Lane Barbara12345,Torero Jose12345

Affiliation:

1. Fire Engineer, Arup Fire, 13 Fitzroy St., London, W1T 4BQ, U.K.

2. Professor, School of Engineering and Electronics, Univ. of Edinburgh, Alexander Graham Bell Building, The Kind’s Buildings, Edinburgh, Scotland, EH9 3JL, U.K. (corresponding author). E-mail: asif.usmani@ed.ac.uk

3. Senior Fire Engineer, Arup Fire, 901 Market St., San Francisco, CA 94103.

4. Associate Director, Fire Engineer, Arup Fire, 13 Fitzroy St., London, W1T 4BQ, U.K.

5. Professor, School of Engineering and Electronics, Univ. of Edinburgh, Alexander Graham Bell Building, The Kind’s Buildings, Edinburgh, Scotland, EH9 3JL, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. ArupFire. (2002). “World Trade Center expert report.” Ove Arup August.

2. British Standards Institution (BSI). (2003). “Structural use of steelwork in building. Code of practice for fire resistant design.” BS 5950-8:2003 London.

3. British Standards Institution (BSI). (2004). “Eurocode 2: Design of concrete structures. General rules and rules for buildings.” BS EN 1992-1.1:2004 London.

4. British Standards Institution (BSI). (2005). “Eurocode 3: Design of steel structures. General rules and rules for buildings.” BS EN 1993-1.1:2005 London.

5. Burgess I. W. and Plank R. J. (1998). “Modelling the fire tests on the Cardington full-scale frame.” Proc. 3rd Cardington Conf 26–27 November Cardington U.K.

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