(CTA 2013) L’INSTALLAZIONE “HE” IN OCCASIONE DELLO YAP MAXXI 2013. ASPETTI STRUTTURALI: IL RUOLO DEL PRE-TENSIONAMENTO NELLE TENSOSTRUTTURE —- THE ART INSTALLATION “HE” FOR THE YAP MAXXI 2013. STRUCTURAL ASPECTS: THE ROLE OF PRE-TENSIONING ON TENSILE STRUCTURES
ABSTRACT The paper deals with the art installation called “He” that has been built recently at the MAXXI museum in Rome in... Learn More
(CTA 2013) PROCEDURA PROGETTUALE PER SISTEMI SISMORESISTENTI CON BRB (BUCKLING RESTRAINED BRACES) —- DESIGN PROCEDURE FOR SEISMIC DESIGN OF BUCKLING RESTRAINED BRACED FRAMES
ABSTRACT In this paper, a procedure for the seismic design of Buckling Restrained Braced Frame (BRBF), for which the Eurocode 8 does... Learn More
(CTA 2013) IL PONTE “GRAVINA” SULLA BRADANICA: DAL PROGETTO ALLA REALIZZAZIONE —- THE “GRAVINA” BRIDGE ON THE BRADANICA ROADWAY: FROM DESIGN TO CONSTRUCTION
ABSTRACT In this paper the evolution of the design process of the Gravina bridge over the road S.S. 655 “Bradanica” under the... Learn More
(CTA 2013) COMPORTAMENTO SISMICO IN CAMPO NON LINEARE DI EDIFICI IN ACCIAIO CON CONTROVENTI CONCENTRICI AD X —- NON LINEAR SEISMIC BEHAVIOUR OF STEEL BUILDINGS WITH X CONCENTRIC BRACED FRAMES
ABSTRACT The paper analyses the seismic performance of steel structures with X Concentric Braced Frames (X-CBF) designed both according to Eurocode 8... Learn More
(CTA 2015) L’EVOLUZIONE DEI PONTI A VIA INFERIORE: IL CONTRIBUTO DI CALATRAVA —– THE EVOLUTION OF BOWSTRING BRIDGES: THE EXPERIENCE OF CALATRAVA
The paper deals with the recent trends of bowstring bridges, tracing their evolution till Santiago Calatrava’s latest works. In the last 25... Learn More
(CTA 2015) L’EVOLUZIONE PROGETTUALE DEI PONTI STRALLATI —– THE EVOLUTION OF CABLE – STAYED BRIDGES
The aim of this study concerns with the parametric analysis of cable-stayed bridges, whose spans range between continuous girders and arch bridges.... Learn More
(CTA 2015) COMPORTAMENTO CICLICO DEL PANNELLO NODALE NEI COLLEGAMENTI TRAVE-COLONNA DI ACCIAIO —– CICLIC BEHAVIOUR OF PANEL ZONE IN BEAM-TO-COLUMN CONNECIONTS
The paper investigates the cyclic behaviour of panel zone (PZ) in beam-to-column connections of steel moment resisting frames. A numerical FE model... Learn More
Cyclic behaviour of panel zone in beam-to-column connections — Comportamento ciclico del pannello nodale nei collegamenti trave-colonna di acciaio (CM 2/2016)
The paper investigates the cyclic behaviour of panel zone (PZ) in beam-to-column connections of steel moment resisting frames. A numerical FE model... Learn More
Seismic design of bucklingrestrained braced frames (BRBF) according to EC8 format and comparison with X-CBF performance. — Progettazione sismica dei telai con controventi ad instabilità impedita (BRBF) secondo il format procedurale dell’EC8 e confronto prestazionale con X-CBF (CM 1/2014)
In this paper, the seismic design of Buckling-Restrained Braced Frames (BRBF), for which the Eurocode 8 does not give any provision, is... Learn More
Strength and stability of panel zones: comparison of code provisions, experimental tests and numerical analysis. — Resistenza e stabilità dei pannelli nodali: confronto tra norma, sperimentazioni e analisi numeriche (CM 1/2013)
This paper considers the Italian code provisions for the design of panel zones in steel beam-to-column connections. The range of application of... Learn More
The capacity design criterion in the seismic design of X concentric braced frames. Critical analysis and new approach — La gerarchia delle resistenze nella progettazione sismica dei controventi concentrici ad X: osservazioni critiche e proposta migliorativa (CM 1/2012)
This paper begins with the observations of several authors on the design methodologies proposed by the current codes for the seismic design... Learn More
The panels zone in the beam-to-column connections: comparison between modelling and test results — Il pannello d’anima nei collegamenti trave-colonna:confronto tra modelli e sperimentazioni (CM 1/2007)
This paper examines panels in beam-to-column connections, with particular reference to the transfer force mechanisms between beams and columns and the mechanical... Learn More
New trends in the seismic design of concentric braced frame buildings — Nuove tendenze nella progettazione sismica di edifici a controventi concentrici (CM 3/2006)
The design methods introduced in the recent seismic codes have significantly modified the design process for concentric braced frames. The code limitations... Learn More