In this work the seismic behavior of masonry buildings with mixed structural system, consisting o... more In this work the seismic behavior of masonry buildings with mixed structural system, consisting of perimeter masonry walls and internal r.c. frames, is studied by means of non linear static (pushover) analyses. Several aspects, like the distribution of seismic action between masonry and r.c. elements, the local and global behavior of the structure, the crisis of the connections and the attainment of the ultimate strength of the whole structure are examined. The influence of some parameters, such as the masonry compressive and tensile strength, on the structural behavior is investigated. The numerical analyses are also repeated on a building in which the r.c. internal frames are replaced with masonry walls.
The paper describes a study carried out for historical centre of Faenza (RA), developed by the De... more The paper describes a study carried out for historical centre of Faenza (RA), developed by the Dept. of Architecture (UniCT) within an agreement with Faenza Municipality. The study aimed at elaborating guidelines for mitigation of buildings’ vulnerability in historical urban fabric to be used in ordinary government of the city as seismic prevention intervention.
... Luis D. Decanini, Cesare Tocci Dipartimento di Ingegneria Strutturale e Geotecnica, Universit... more ... Luis D. Decanini, Cesare Tocci Dipartimento di Ingegneria Strutturale e Geotecnica, Università degli Studi di Roma La Sapienza, via Gramsci 53, 00100 Roma ... le verifiche devono comun-que essere effettuate per valori superiori di quasi un decimo di g (Calvi e Stucchi, 2006). ...
In this work the seismic behavior of masonry buildings with mixed structural system, consisting o... more In this work the seismic behavior of masonry buildings with mixed structural system, consisting of perimeter masonry walls and internal r.c. frames, is studied by means of non linear static (pushover) analyses. Several aspects, like the distribution of seismic action between masonry and r.c. elements, the local and global behavior of the structure, the crisis of the connections and the attainment of the ultimate strength of the whole structure are examined. The influence of some parameters, such as the masonry compressive and tensile strength, on the structural behavior is investigated. The numerical analyses are also repeated on a building in which the r.c. internal frames are replaced with masonry walls.
The paper describes a study carried out for historical centre of Faenza (RA), developed by the De... more The paper describes a study carried out for historical centre of Faenza (RA), developed by the Dept. of Architecture (UniCT) within an agreement with Faenza Municipality. The study aimed at elaborating guidelines for mitigation of buildings’ vulnerability in historical urban fabric to be used in ordinary government of the city as seismic prevention intervention.
... Luis D. Decanini, Cesare Tocci Dipartimento di Ingegneria Strutturale e Geotecnica, Universit... more ... Luis D. Decanini, Cesare Tocci Dipartimento di Ingegneria Strutturale e Geotecnica, Università degli Studi di Roma La Sapienza, via Gramsci 53, 00100 Roma ... le verifiche devono comun-que essere effettuate per valori superiori di quasi un decimo di g (Calvi e Stucchi, 2006). ...
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