Objectif Data on the actual structural characteristics of assemblies and complete frames are inadequate to serve as a basis for calibration work and as a result it is extremely difficult to evaluate the real safety level of complete structures. This is a particularly crucial problem for types of structures in which assemblies between structural elements have a limited capacity to transmit bending moment and behave in a semirigid fashion. This method of construction is nevertheless very widely used in Europe for multistorey steel frameworks. Programme(s) ECSC-STEELRES 7C - Medium-term guidelines (ECSC) "technical steel research", 1986-1990 Thème(s) F6 - Steel structures Appel à propositions Data not available Régime de financement CSC - Cost-sharing contracts Coordinateur ARBED RECHERCHES Contribution de l’UE Aucune donnée Adresse 4009 ESCH-SUR-ALZETTE Luxembourg Voir sur la carte Coût total Aucune donnée
