References of "Franssen, Jean-Marc"
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See detailComputer assisted analysis of the fire resistance of steel and composite concrete-steel structures
Schleich, Jean-Baptiste; Dotreppe, Jean-Claude ULg; Franssen, Jean-Marc ULg

Report (1986)

This reasearch report describes the computer software CEFICOSS, including experimental tests performed on composite elements to validate the software. CEFICOSS can be seen as the predecessor of SAFIR.

Detailed reference viewed: 37 (1 ULg)
See detailComportement de colonnes massives en acier soumises à l'incendie
Franssen, Jean-Marc ULg

in Construction Métallique (1986), 1

This paper shows that the temperature distribution in massive steel sections subjected to fire is not uniform. The concept of shaddow effect is introduced for the first time.

Detailed reference viewed: 17 (1 ULg)
See detailNumerical simulations of fire resistance tests on steel and composite structural elements or frames
Schleich, Jean-Baptiste; Dotreppe, Jean-Claude ULg; Franssen, Jean-Marc ULg

in First International Symposium on Fire Safety Science (1986)

Detailed reference viewed: 16 (3 ULg)
See detailModélisation de spectres de contraintes et application à la résistance en fatigue
Franssen, Jean-Marc ULg

in Revue de la soudure (1985), 2

Detailed reference viewed: 13 (3 ULg)
See detailAnalyse de la résistance au feu des structures en acier et mixtes béton-acier, assistée par ordinateur
Dotreppe, Jean-Claude ULg; Franssen, Jean-Marc ULg; Schleich, Jean-Baptiste

in Conférence Sécurité au feu des constructions acier: conception pratique (1985)

Detailed reference viewed: 34 (5 ULg)
See detailThe use of numerical models for the fire analysis of reinforced concrete and composite structures
Dotreppe, Jean-Claude ULg; Franssen, Jean-Marc ULg

in Engineering Analysis (1985), 2

This paper axplains how the fibre model is used in the thermal and in the mechan ical analysis to determine the fire resistance of reinforced concrete and composite steel-concrete beam elements with the ... [more ▼]

This paper axplains how the fibre model is used in the thermal and in the mechan ical analysis to determine the fire resistance of reinforced concrete and composite steel-concrete beam elements with the numerical software CEFICOSS [less ▲]

Detailed reference viewed: 39 (2 ULg)
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See detailComputer aided fire resistance for steel and composite structures
Dotreppe, Jean-Claude ULg; Franssen, Jean-Marc ULg; Schleich, Jean-Baptiste

in Acier = Stahl = Steel (1984), 3

This paper introduces the main features of the computer software CEFICOSS. 2D fnite differences are used for the transient non linear thermal analysis. 2D Bernoulli beam finite elements are used for the ... [more ▼]

This paper introduces the main features of the computer software CEFICOSS. 2D fnite differences are used for the transient non linear thermal analysis. 2D Bernoulli beam finite elements are used for the transient large displacement mechanical analysis [less ▲]

Detailed reference viewed: 42 (4 ULg)
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See detailParticular points of elastic analysis of clad pitched roof portal frame structures
Franssen, Jean-Marc ULg

in Thin-Walled Structures (1984), 2(2), 165-174

Detailed reference viewed: 11 (4 ULg)
See detailParticular points of elastic analysis of clad pitched roof portal frame structures
Franssen, Jean-Marc ULg

in Thin-Walled Structures (1984), 2(2), 165-174

Detailed reference viewed: 10 (2 ULg)
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See detailEvaluation quantitative et qualitative de la collaboration des toitures en tôles minces
Franssen, Jean-Marc ULg

in Construction Métallique (1983), 2

A parametric analysis is conducted to determine the important factor that govern the effectiveness of the diaphragm action provided by the stressed skin design of the trapezoïdal steel sheets of the roof ... [more ▼]

A parametric analysis is conducted to determine the important factor that govern the effectiveness of the diaphragm action provided by the stressed skin design of the trapezoïdal steel sheets of the roof. The benefir provided by the strassed skin design is quantified. [less ▲]

Detailed reference viewed: 51 (3 ULg)