(CTA 2013) RISPOSTA SISMICA DI STRUTTURE A CONTROVENTI ECCENTRICI PROGETTATI CON ACCIAI AD ALTA RESISTENZA —- SEISMIC RESPONSE OF ECCENTRIC BRACED FRAMES SYSTEM DESIGNED WITH HIGH STRENGTH STEEL
ABSTRACT According to capacity design principles the non-dissipative zones should behave elastically. This implies that these elements are subjected to high strength... Learn More
(CTA 2013) MODELLAZIONE NUMERICA DEL COMPORTAMENTO A TAGLIO DELLE CONNESSIONI CHIODATE —- NUMERICAL INVESTIGATIONS ON SHEAR BEHAVIOUR OF RIVETED CONNECTIONS
ABSTRACT Ancient metal structures represent an important architectural and historical heritage in Italy. These structures are generally affected by a spread damage... Learn More
(CTA 2015) LA PROGETTAZIONE STRUTTURALE SOSTENIBILE DELLE STRUTTURE DI ACCIAIO —– SUSTAINABLE STRUCTURAL DESIGN OF STEEL STRUCTURES
Steel structures offer high performance in the field of sustainability. In the light of the current state-of-art and normative background, sustainable structural... Learn More
(CTA 2015) PROVE SPERIMENTALI SULL’INFLUENZA DELLA LUNGHEZZA DI ANCORAGGIO PER GIUNTI TRA PIATTI DI ACCIAIO COLLEGATI CON INCOLLAGGIO DI C-FRP —– EXPERIMENTAL TESTS ON THE INFLUENCE OF BONDING LENGTH FOR STEEL PLATE-TO-PLATE SPLICES CONNECTED WITH EXTERNALLY BONDED C-FRPS
Historic metal structures are an important part of the architectural and cultural heritage that needs to be preserved. The majority of historic... Learn More
On the effects of fatigue and corrosion degradation of metal railway bridges: an integrated approach to the assessment of the remaining lifetime — Gli effetti del degrado da fatica e corrosione sui ponti ferroviari in carpenteria metallica: un approccio integrato per la valutazione della vita residua (CM 6/2010)
Nowadays, a large number of metal riveted railway bridges suffer structural problems due to fatigue and corrosion deterioration. Because of their strategic... Learn More