(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) 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) MODELLAZIONI SEMPLIFICATE E FORMULAZIONI ANALITICHE DI STRUTTURE CON ISOLAMENTO INTERMEDIO —– SIMPLIFIED MODELS AND ANALYTICAL FORMULATIONS OF INTER-STORY ISOLATED STRUCTURES
Seismic isolation is traditionally applied at the base level; however architectural, functional and economic considerations have brought to the development of an... Learn More
(CTA 2015) LA PROGETTAZIONE SISMICA DI STRUTTURE MRF IN ACCIAIO IN ACCORDO CON L’EC8: RESISTENZA VS. DEFORMABILITÀ —– SEISMIC DESIGN OF MRFS STRUCTURES ACCORDING TO EC8: STRENGTH VS. DEFORMABILITY
In this paper, after a critical review of the seismic design of Moment Resisting Steel Frames (MRFs), as implemented in Eurocode 8,... 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