(CTA 2013) MODELLO ELASTOPLASTICO PER L’ANALISI DELLA RISPOSTA E SENSITIVITÀ DELLA RISPOSTA DI DISSIPATORI METALLICI E IMPLEMENTAZIONE IN OPENSEES —- ELASTOPLASTIC MODEL FOR RESPONSE AND RESPONSE SENSITIVITY ANALYSIS OF METALLIC DISSIPATIVE DEVICES AND IMPLEMENTATION IN OPENSEES
ABSTRACT An elastoplastic model for metallic dissipative devices allowing a straightforward physical interpretation of the constitutive parameters of the model and explicit... Learn More
(CTA 2013) ANALISI DELLA RIDUZIONE DELLA PRESTAZIONE SISMICA IN TELAI IN ACCIAIO CONTROVENTATI PER DISTRIBUZIONI IRREGOLARI DI SOVRARESISTENZA DEI CONTROVENTI —- ANALYSIS OF THE SEISMIC PERFORMANCE REDUCTION IN STEEL BRACED FRAMES DUE TO IRREGULAR BRACE OVERSTRENGTH DISTRIBUTIONS
ABSTRACT The influence of brace over-strength distributions on the seismic response of steel braced frames is studied through a method based on... Learn More
(CTA 2013) PROCEDURA DI PROGETTO PER TELAI SISMORESISTENTI INNOVATIVI IN ACCIAIO CON TAMPONATURE IN CA —- DESIGN PROCEDURE FOR INNOVATIVE EARTHQUAKERESISTANT STEEL FRAMES WITH RC INFILL WALLS
ABSTRACT An innovative earthquake resistant steel frame with reinforced concrete infill walls system is presented. The system is conceived to ensure the... Learn More
(CTA 2013) PROCEDURA DI PROGETTO PER PARETI DI TAGLIO SISMORESISTENTI IBRIDE ACCOPPIATE —- DESIGN PROCEDURE FOR EARTHQUAKE-RESISTANT INNOVATIVE HYBRID COUPLED SHEAR WALLS
ABSTRACT An innovative earthquake resistant hybrid coupled shear wall (HCSW) system is presented. The system is obtained coupling a reinforced concrete wall... Learn More
(CTA 2015) METODI DI PROGETTO DELLA CONNESSIONE IN TRAVI CONTINUE COMPOSTE ACCIAIO-CALCESTRUZZO —– ANALYSIS OF SHEAR CONNECTION DESIGN METHODS IN CONTINUOUS STEEL-CONCRETE COMPOSITE BEAMS
In this work the behaviour of continuous steel-concrete composite beams with different shear connection distributions obtained from two design methods (i.e. Eurocode... Learn More
(CTA 2015) ANALISI DELLA RICHIESTA DI SCORRIMENTO DELLA CONNESSIONE IN TRAVI COMPOSTE ACCIAIOCALCESTRUZZO SEMPLICEMENTE APPOGGIATE —– ANALYSIS OF SHEAR CONNECTION SLIP DEMAND IN SIMPLY SUPPORTED STEEL-CONCRETE COMPOSITE BEAMS
The objective of this study is to provide insight into the expected slip demand in composite steelconcrete beams through numerical simulations. A... Learn More