(CTA 2013) VALUTAZIONE DEI PARAMETRI CRITICI PER LA PROGETTAZIONE SISMICA AGLI SPOSTAMENTI DI TELAI IN ACCIAIO CON CONNESSIONI DI PARZIALE RIPRISTINO —- ASSESSMENT OF KEY PARAMETERS FOR DISPLACEMENT-BASED SEISMIC DESIGN OF STEEL MOMENT FRAMES WITH PARTIAL STRENGTH CONNECTIONS
ABSTRACT The use of partial-strength joints in steel moment-resisting frame (MRF) structures located in seismic regions is allowed by Eurocode 8 [1]... Learn More
(CTA 2013) ANALISI DEI MECCANISMI DI COLLASSO DI T-STUBS CON QUATTRO BULLONI PER FILA MEDIANTE SIMULAZIONE FEM —- ANALYSIS OF COLLAPSE MECHANISMS OF T-STUBS WITH FOUR BOLTS IN A ROW BY MEANS OF FEM SIMULATION
In the framework of the component method it is well known that, in case of bolted connections, the main sources of deformability... Learn More
(CTA 2013) UN MODELLO ANALITICO PER LA PREVISIONE DELLA RESISTENZA DI T-STUBS CON QUATTRO BULLONI PER FILA —- AN ANALYTICAL MODEL FOR PREDICTING THE RESISTANCE OF T-STUBS WITH FOUR BOLTS IN A ROW
Regarding the component method codified in Eurocode 3 for predicting the monotonic behavior of the connections in steel structures, there is no... Learn More