The paper deals with the comparison of the results of nonlinear static analysis (pushover) and incremental dynamic analysis for a masonry tower. In addition, a new representation of the results are proposed to have a more objective comparison.

Seismic response of masonry towers via nonlinear static and incremental dynamic analysis / Marra, Antonino Maria; Salvatori, Luca; Bartoli, Gianni; Spinelli, Paolo. - STAMPA. - (2015), pp. 0-0. (Intervento presentato al convegno AID MONUMENTS 2015 tenutosi a Perugia nel 14-16 Maggio 2015).

Seismic response of masonry towers via nonlinear static and incremental dynamic analysis

MARRA, ANTONINO MARIA;SALVATORI, LUCA;BARTOLI, GIANNI;SPINELLI, PAOLO
2015

Abstract

The paper deals with the comparison of the results of nonlinear static analysis (pushover) and incremental dynamic analysis for a masonry tower. In addition, a new representation of the results are proposed to have a more objective comparison.
2015
Aid Monuments - Conoscere, Progettare, Ricostruire
AID MONUMENTS 2015
Perugia
14-16 Maggio 2015
Marra, Antonino Maria; Salvatori, Luca; Bartoli, Gianni; Spinelli, Paolo
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/1040559
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