(CTA 2013) MODELLAZIONE AGLI ELEMENTI FINITI DEL MECCANISMO DI INTERAZIONE LAMIERA-CALCESTRUZZO IN SOLETTE COMPOSTE PER SOLAI —- FINITE ELEMENT MODELLING OF THE SHEETING-CONCRETE INTERACTION MECHANISM IN COMPOSITE FLOOR SLABS
ABSTRACT The paper deals with the simulation of the concrete-steel bond interaction of a composite deckings. To this scope, as first step,... 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
(CTA 2015) UNA NUOVA PROPOSTA PER LA PREVISIONE DELLA RESISTENZA A RIFOLLAMENTO DI COLLEGAMENTI BULLONATI DI ELEMENTI TUBOLARI PER SCAFFALATURA —– A NEW PROPOSAL FOR PREDICTING THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES
In the field of shelving structures for the storage of goods realized adopting tubular members, an interesting connection typology to be used... Learn More
(CTA 2015) LE STRUTTURE IN ACCIAIO DELLA NUOVA BIBLIOTECA TECNICO-SCIENTIFICA DEL CAMPUS DELL’UNIVERSITA’ DEGLI STUDI DI SALERNO —– THE STEEL STRUCTURES OF THE NEW SCIENTIFIC LIBRARY OF THE CAMPUS OF THE UNIVERSITY OF SALERNO
In this paper some design issues regarding the steel structures of the scientific and technical library of the University of Salerno are... Learn More
(CTA 2015) VALUTAZIONE DELLA RESISTENZA A TAGLIO DI CONNESSIONI DI TRAVI TRALICCIATE MISTE ACCIAIO-CALCESTRUZZO —– EVALUATION OF THE SHEAR CONNECTION STRENGTH OF PRECAST HYBRID STEEL-TRUSSED-CONCRETE COMPOSITE BEAMS
In last decades, significant efforts have been carried out by the scientific community to evaluate the main technical issues of Hybrid Steel-Trussed-Concrete... Learn More
(CTA 2015) COLLEGAMENTI BULLONATI A TAGLIO DI ELEMENTI TUBOLARI PER SCAFFALATURE: ANALISI NUMERICA —– SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES: NUMERICAL ANALYSIS
The prediction of the shear resistance of connections as presently given in Eurocode 3, Part 1-8, cannot be applied in a straightforward... Learn More
(CTA 2015) ANALISI SPERIMENTALE DI COLLEGAMENTI BULLONATI A TAGLIO DI ELEMENTI TUBOLARI PER SCAFFALATURE —– EXPERIMENTAL INVESTIGATION OF SHEAR BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES
The competition in the field of storage racking structures is so that the companies proposing structural solutions for such structures are always... Learn More
(CTA 2015) COLLEGAMENTI FLANGIATI TRAVE – COLONNA: PROGETTAZIONE A COMPLETO RIPRISTINO DI RESISTENZA E DUTTILITÀ —– EXTENDED ENDPLATE BEAM-TO-COLUMN CONNECTIONS: FULL STRENGTH AND FULL DUCTILITY DESIGN
The analysis and modelling of the ultimate behaviour of the beam to column connections is certainly one of the most studied topics... Learn More
Prospects for the use of connections fitted with friction energy dissipators in the design of earthquake resistant structures — Prospettive di impiego di collegamenti equipaggiati con dissipatori ad attrito nella progettazione delle strutture sismo-resistenti (CM 3/2015)
This paper presents an innovative design strategy for steel earthquake resistant systems aimed at totally eliminating damage to the structural membranes even... Learn More