An existing computer model capable of predicting the response of three-dimensional semi-rigid steel framed buildings, including continuous floor systems, at elevated temperatures has been extended to include the possibility of extensive strain reversal within the material constitutive relationship.
Evaluation of the Fire Resistance of 19th Century Iron Framed Buildings
โ Scribed by Ine Wouters; Marijkev Mollaert
- Book ID
- 110392842
- Publisher
- Springer US
- Year
- 2002
- Tongue
- English
- Weight
- 171 KB
- Volume
- 38
- Category
- Article
- ISSN
- 0015-2684
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๐ SIMILAR VOLUMES
A three-dimensional non-linear procedure is presented for modelling partial shear connection in composite steel-framed buildings in fire. The model has been incorporated within the computer program VULCAN which has been developed to model such structures. The accuracy and reliability of the model ar
This paper describes the development of computer software capable of simulating the structural response of steelframed buildings in ยฎre. The ยฎrst part of the paper deals with the basic non-linear formulation of the program, which allows the three-dimensional response of steel members at elevated tem