Rotational capacity of steel I-beams under fire conditions Part I: Experimental study

Author:

Dharma Ronny Budi,Tan Kang-Hai

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference6 articles.

1. British Standard Institution (BSI). Structural use of steelwork in building, Part 8: Code of practice for fire resistant design. BS5950. London (UK); 2003

2. European Committee for Standardization (CEN). Eurocode 3: Design of steel structures, part 1.2: General rules — structural fire design. EN 1993-1-2. Brussels (Belgium); 2005

3. European Committee for Standardization (CEN). Eurocode 3: Design of steel structures, part 1.1: General rules and rules for buildings. EN 1993-1-1. Brussels (Belgium); 2005

4. Tan KH, et al. Structural responses of restrained steel columns at elevated temperatures. Part 1: Experiments. Engineering Structures [in press]

5. Available rotation capacity of wide-flange beams and beam–columns. Part 1. Theoretical approaches. Part 2. Experimental and numerical tests;Gioncu;Journal of Constructional Steel Research,1997

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