(CTA 2013) ANALISI SPERIMENTALE DEL COMPORTAMENTO AL FUOCO DI COLONNE CIRCOLARI IN ACCIAIO AD ALTA RESISTENZA —- FIRE TESTING OF HIGH-STRENGTH STEEL CIRCULAR COLUMNS
ABSTRACT This paper presents an experimental-numerical study on the behaviour of High Strength Steel (HSS) columns at elevated temperature, both on Circular... 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) 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