 The influence of lateral bending restrain in numerical and experimental evaluation of lateral buckling resistance design moment of steel I-beams at elevated temperatures; ; Franssen, Jean-Marc  in Proceedings of the 5° Congreso Interamericano de Computacion Applicada a la Industria de Procesos (CAIP'2001) (2001) Detailed reference viewed: 15 (1 ULg)A simple model for the lateral-torsional buckling of steel I-beams under fire conditions: numerical and experimental validation; ; Franssen, Jean-Marc in Proceedings of the XVIII Congresso C. T. A. (2001) Detailed reference viewed: 16 (2 ULg)Lateral Torsional Buckling of Steel I-Beams in Case of Fire - Numerical Modeling; Franssen, Jean-Marc in Proceedings of the 1st International Structures in Fire Workshop (2000) Detailed reference viewed: 12 (1 ULg) Modelaçao numérica do comportamento de uma estrutura metalica sujeita à acçao do fogo - Analise de varios cenarios de incëndio; ; Franssen, Jean-Marc in Revista Portuguesa de Engenharia de Estruturas (RPEE) (2000), 47 In this work it has been analysed several possible fire scenarios in a steel structure of a commercial building, in order to find which one corresponds to the lowest fire resistance of the structure. It ... [more ▼] In this work it has been analysed several possible fire scenarios in a steel structure of a commercial building, in order to find which one corresponds to the lowest fire resistance of the structure. It has been used a geometrically and materially non-linear finite element program specially established for the analysis of structures submitted to the fire. As the analysed structure doesn't reach the fire resistance suggested by the Portuguese standards, some solutions are proposed to increase its fire resistance. [less ▲] Detailed reference viewed: 47 (1 ULg) |
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