(CTA 2013) MODELLAZIONE DEL COMPORTAMENTO CICLICO DEI LINK —- A MODEL FOR THE CYCLIC BEHAVIOUR OF LINKS
ABSTRACT In this paper, links are modelled by means of five elements connected in series. The central element has the same length... 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 ) INFLUENZA DELLA MODELLAZIONE DEL LINK NELLA VALUTAZIONE DELLA RISPOSTA SISMICA DI EBF —– INFLUENCE OF LINK MODELS IN THE ASSESSMENT OF THE SEISMIC RESPONSE OF EBFS
The cyclic response of links in eccentrically braced structures has often been modelled as elastic plastic with kinematic hardening or as elastic... Learn More