Objetivo 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. Programa(s) ECSC-STEELRES 7C - Medium-term guidelines (ECSC) "technical steel research", 1986-1990 Tema(s) F6 - Steel structures Convocatoria de propuestas Data not available Régimen de financiación CSC - Cost-sharing contracts Coordinador ARBED RECHERCHES Aportación de la UE Sin datos Dirección 4009 ESCH-SUR-ALZETTE Luxemburgo Ver en el mapa Coste total Sin datos
