The present work investigates the suitability of artificial Accelerograms, generated according to the procedure proposed by Sabetta and Pugliese (1996) and modified by Buratti (2009b), for being used as input in non-linear analysis of reinforced concrete structures. With respect to three case study structures, maximum interstorey drift demands obtained by artificial accelerograms are compared with reference drift values obtained from analyses performed using a large number of recorded accelerograms.
Using non-stationary artificial accelerograms for estimating maximum drift demands on R.C. frame structures / Buratti N.;Savoia M.. - ELETTRONICO. - (2009). (Intervento presentato al convegno XIII Convegno ANIDIS 2009- L’Ingegneria Sismica in Italia tenutosi a Bologna nel 28 Giugno-2 luglio).
Using non-stationary artificial accelerograms for estimating maximum drift demands on R.C. frame structures
BURATTI, NICOLA;SAVOIA, MARCO
2009
Abstract
The present work investigates the suitability of artificial Accelerograms, generated according to the procedure proposed by Sabetta and Pugliese (1996) and modified by Buratti (2009b), for being used as input in non-linear analysis of reinforced concrete structures. With respect to three case study structures, maximum interstorey drift demands obtained by artificial accelerograms are compared with reference drift values obtained from analyses performed using a large number of recorded accelerograms.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
