(CTA 2013) LA CAPACITA’ IN RESISTENZA E DUTTILITA’ DI SEZIONI COMPOSTE ACCIAIO-CALCESTRUZZO SOGGETTE A MOMENTO NEGATIVO
ABSTRACT This paper addresses the problem of the behavior of the steel-concrete composite sections of beams under negative bending moment, focusing on the... Learn More
(CTA 2015) LE LINEE GUIDA PER LA PROGETTAZIONE E LA MODELLAZIONE DI NODI COMPOSTI ACCIAIO-CALCESTRUZZO —– COMPOSITE STEEL-CONCRETE JOINTS DESIGN AND MODELLING GUIDELINES
The behaviour of steel and steel-concrete composite joints has been thoroughly studied in the last decades, with particular focus on their influence... Learn More
(CTA 2015) LA RISPOSTA CICLICA DI NODI COMPOSTI ACCIAIO-CALCESTRUZZO —– THE CYCLIC RESPONSE OF STEEL-CONCRETE COMPOSITE JOINTS
In this paper the experimental results of two full-scale steel-concrete composite joints (one welded and the other bolted) tested under cyclic loading... Learn More
Behaviour of steelconcrete composite sections of beams under negative bending moment — La capacità di sezioni composte acciaio calcestruzzo soggette a momento negativo (CM 3/2014)
This paper addresses the problem of the behaviour of steel-concrete composite sections of beams under negative bending moment, focusing on the inuence... Learn More