Nonlinear Plastic Hinge Analysis of Three-Dimensional Steel Frames in Fire

Author:

Ma K. Y.1,Richard Liew J. Y.2

Affiliation:

1. Resident Scholar, Dept. of Civil Engineering, National Univ. of Singapore, BLK E1A No. 07-03, 1 Engineering Dr., Singapore 117576, Singapore.

2. Associate Professor, Dept. of Civil Engineering, National Univ. of Singapore, Singapore 117576, Singapore.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference26 articles.

1. Analyses of the effects of cooling and fire spread on steel-framed buildings

2. The behaviour of full-scale steel-framed building subjected to compartment fires.;Bailey C. G.;Struct. Eng.,1999

3. British Standards Institution (BSI). (1994). “BS ENV 1991: Eurocode 1: Basis of design and actions on structures. I: Basis of design.” British Standards Institution London.

4. Comité Européen de Normalisation (CEN). (2001a). “Draft prEn 1993-1-2 Eurocode 3: Design of steel structures. I.2: General rules structural fire design.” European Committee for Standardization Brussels Belgium.

5. Comité Européen de Normalisation (CEN). (2001b). “Draft prEN 1991-1-2 Eurocode 1: Actions on structures. Part 1.2: General actions—Actions on structures exposed to fire.” European Committee for Standardization Brussels Belgium.

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