A tall r.c. building in the city of Napoli has recently undergone a seismic vulnerability assessment, in order to satisfy its public function fulfilling the requirements of the new Italian Building Code. The study is focused on the inertial response of the building, accounting for soil deformability and damping. To this aim, the overall structure is idealized as a simple oscillator supported on frequency-dependent springs and dashpots.
Effects of dynamic soil-structure interaction on the seismic performance of a tall building founded on piles / de Sanctis, L.; Di Laora, R.; Bilotta, Emilio; D'Onofrio, Anna; Silvestri, Francesco. - (2015), pp. 1-8. (Intervento presentato al convegno International Conference on Geotechnical Eathquake Engineering tenutosi a Christchurch (NZ) nel 1-4/11/2015).
Effects of dynamic soil-structure interaction on the seismic performance of a tall building founded on piles
BILOTTA, EMILIO;D'ONOFRIO, ANNA;SILVESTRI, FRANCESCO
2015
Abstract
A tall r.c. building in the city of Napoli has recently undergone a seismic vulnerability assessment, in order to satisfy its public function fulfilling the requirements of the new Italian Building Code. The study is focused on the inertial response of the building, accounting for soil deformability and damping. To this aim, the overall structure is idealized as a simple oscillator supported on frequency-dependent springs and dashpots.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
