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.

Evaluation of seismic actions on a building founded on pile through dynamic analysis of soil-structure interaction

DE SANCTIS, Luca;
2015-01-01

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.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11367/40258
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