Factors Influencing the Behavior of Steel Columns Exposed to Fire

Journal of Fire Protection Engineering

Volumn 8, Issue 1, 1996, Pages 31-43

  Talamona, D ^a   Kruppa, J ^a   Franssen, J M ^b   Recho, N ^c  

^a Technical Center of Steel Construction Domaine St Paul Lès   (France)

^b UNIVERSITY OF LIÈGE   (Belgium)

^c Laboratory of Mechanics and Thermo Mechanics of Materials and Structures   (France)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; COMPUTATIONAL METHODS; COMPUTER SIMULATION; COMPUTER SOFTWARE; DYNAMIC LOADS; FINITE ELEMENT METHOD; FLAMMABILITY TESTING; RESIDUAL STRESSES; STEEL STRUCTURES; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

SOFTWARE PACKAGE LENAS;

COLUMNS (STRUCTURAL);

EID: 0030311093     PISSN: 10423915     EISSN: 1532172X     Source Type: Journal    
DOI: 10.1177/104239159600800103     Document Type: Article

References (12)

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2. Franssen, J.M., Talamona, D., et. al., "A Comparison Between Five Structural Fire Codes Applied to Steel Elements," Fourth International Symposium on Fire Safety Science, Ottawa, June 1994.
3. Test Report No. 94 - S - 186, No. 94 - S-190, No. 94 - S - 194, No. 94 - S - 197, No. 94 - S- 199, No. 94 - S - 200, No. 94 - S - 201 and No. 94 - S - 202, Station d'Essais du C.T.I.C.M., France, 1994.
4. D.T.U. Fire-Steel, "Method of Prediction by Calulation of the Behavior of Steel Structures Subjected to Fire," Review Construction Métallique, No. 3, 1982.
5. pr ENV 1993 - 1 - 2. Eurocode 3. Design of Steel Structures. Draft Part 1.2. Structural Fire Design, July 1993, Version CEN, 1993.
6. Talamona, D., Buckling of Eccentrically Loaded Columns at Elevated Temperature. Th̀se, Université Blaise Pascal, Clermont-Ferrand, pp. 59-87, 1995.
7. Kaneko, H., LENAS-MT, C.T.I.C.M, France, 1989.
8. Franssen, J.M., Modélisation de l'influence des contraintes résiduelles dans les profils métalliques soumis à l'incendie, pp. 35-42, Construction Métallique, No. 3, 1989.
9. Franssen, J.M., "The Unloading of Building Materials Submitted to Fire," pp. 213-227, Fire Safety Journal, Elsevier, Vol. 16, 1990.
10. Steel Construction - Eurocode 3: "Design of Steel Structure" and National Application Document - Part 1.1: General Rules and Rules for Buildings, 1993.
11. "Buckling Curves of Hot Rolled H Steel Sections Submitted to Fire," Report No. 97.798-2-ME/V, LABEIN, Spain, 1993.
12. ARBED Catalogue, Sales program, Structural Shape, printed 01/1993, Luxembourg.