On the base of the experience gained in the Umbria-Marche (Italy) 1997 earthquake, the research investigate on the architectonic and structural seismic vulnerability sources of the masonry buildings realised with non aseismic traditional techniques. Specific reference is done to the building typologies that are typical of the towns located along the Central Italy mountain area. Using the damage analyses already performed by the authors with reference to the above-mentioned earthquake, the more frequent collapse mechanisms and the corresponding activation causes are identified. With reference to the different collapse mechanisms, the effectiveness of alternative retrofitting techniques can be evaluated in terms of the upgraded seismic resistant capacities of the structural systems.

Degradation Processes of Original and Retrofitted Masonry Buildings Subjected to the Action of Seismic Forces / Sarà G; Barbetti G; D'Ambrisi A; B. Pintucchi. - ELETTRONICO. - (2003), pp. 0-0. (Intervento presentato al convegno 4th International Conference on Earthquake Engineering and Seismology (SEE4) tenutosi a Teheran, Iran nel 12-14 May 2003).

Degradation Processes of Original and Retrofitted Masonry Buildings Subjected to the Action of Seismic Forces

D'AMBRISI, ANGELO;PINTUCCHI, BARBARA LORENZA
2003

Abstract

On the base of the experience gained in the Umbria-Marche (Italy) 1997 earthquake, the research investigate on the architectonic and structural seismic vulnerability sources of the masonry buildings realised with non aseismic traditional techniques. Specific reference is done to the building typologies that are typical of the towns located along the Central Italy mountain area. Using the damage analyses already performed by the authors with reference to the above-mentioned earthquake, the more frequent collapse mechanisms and the corresponding activation causes are identified. With reference to the different collapse mechanisms, the effectiveness of alternative retrofitting techniques can be evaluated in terms of the upgraded seismic resistant capacities of the structural systems.
2003
4th International Conference on Earthquake Engineering and Seismology (SEE4)
Teheran, Iran
12-14 May 2003
Sarà G; Barbetti G; D'Ambrisi A; B. Pintucchi
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/240953
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