(CTA 2013) COMPORTAMENTO NON LINEARE E FATTORE DI STRUTTURA DI TELAI SISMO-RESISTENTI IN ACCIAIO —- INELASTIC RESPONSE AND BEHAVIOUR FACTOR OF SEISMIC RESISTANT STEEL FRAMES
ABSTRACT Existing seismic codes are based on force-controlled design or capacity design, using the base shear concept. The most important parameter in... Learn More
(CTA 2013) RISPOSTA INELASTICA DI STRUTTURE INTELAIATE ADEGUATE SISMICAMENTE MEDIANTE CONTROVENTI AD INSTABILITÀ IMPEDITA —- INELASTIC RESPONSE OF FRAME STRUCTURES SEISMICALLY RETROFITTED WITH BUCKLING-RESTRAINED BRACES
The objective of the paper is to evaluate the reliability of an adaptive version of the capacity spectrum method for estimating the... Learn More
(CTA 2015) UNA VERSIONE ADATTIVA DEL METODO DELLO SPETTRO DI CAPACITÀ PER LA VALUTAZIONE DELLA RISPOSTA SISMICA DI TELAI SISMORESISTENTI IN ACCIAIO —– AN ADAPTIVE CAPACITY SPECTRUM METHOD FOR ESTIMATING SEISMIC DEMANDS OF STEEL MOMENT-RESISTING FRAMES
An adaptive version of the capacity spectrum method is proposed to estimate deformation demands of steel moment-resisting frames under seismic loads. Its... Learn More