Rotational capacity of steel I-beams under fire conditions Part II: Numerical simulations-Reference-Cited by-同舟云学术

Rotational capacity of steel I-beams under fire conditions Part II: Numerical simulations

Published:2007-09 Issue:9 Volume:29 Page:2403-2418
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Dharma Ronny Budi,Tan Kang-Hai

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference12 articles.

1. Rotation capacity of beams under moment gradient;Lukey;Journal of the Structural Division ASCE,1969

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

4. Marc Volume A: Theory and user information;MSC,2005

5. Visco-elasto-plastic analysis of steel frames in fire;Tan;Journal of Structural Engineering ASCE,2002

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