The central wing of an earthquake-damaged historical castle in Italy is redesigned in this study, by assigning it a new destination as a museum. Traditional techniques are used for rebuilding the masonry walls and the wooden floors. At the same time, a base isolation solution is adopted for the ground floor, where the main exhibition hall, including two marble statues, is accommodated. The seismic performance of the statues is comparatively assessed for the base isolated floor and a conventional fixed base configuration, by referring to three limit states postulated herein, represented by the attainment of rocking, damage and collapse response conditions.

Redesign of a historical masonry stronghold incorporating a base isolated floor / S. Sorace; G. Terenzi. - ELETTRONICO. - (2008), pp. 148-1-148-10. (Intervento presentato al convegno 14th International Brick & Block Masonry Conference tenutosi a Sydney, Australia nel 17-20 February 2008).

Redesign of a historical masonry stronghold incorporating a base isolated floor

TERENZI, GLORIA
2008

Abstract

The central wing of an earthquake-damaged historical castle in Italy is redesigned in this study, by assigning it a new destination as a museum. Traditional techniques are used for rebuilding the masonry walls and the wooden floors. At the same time, a base isolation solution is adopted for the ground floor, where the main exhibition hall, including two marble statues, is accommodated. The seismic performance of the statues is comparatively assessed for the base isolated floor and a conventional fixed base configuration, by referring to three limit states postulated herein, represented by the attainment of rocking, damage and collapse response conditions.
2008
Proceedings of 14th International Brick & Block Masonry Conference
14th International Brick & Block Masonry Conference
Sydney, Australia
17-20 February 2008
S. Sorace; G. Terenzi
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/322839
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