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Comparative Seismic Risk Assessment of Basilica-type Churches
This paper discusses the seismic risk assessment of a Basilica-type church according to the provisions of the Italian Guidelines. A comparison between the results obtained with local and global approaches is reported, based on a knowledge process aimed to characterize the geometric and mechanical parameters required for a reliable structural analysis. To perform the global analyses the finite element technique was employed, with proper assumptions to account for the nonlinear behavior of masonry. Illustrating a case study, the paper critically discusses about the employability of pushover analysis methods for the seismic assessment of basilica-type churches.
Comparative Seismic Risk Assessment of Basilica-type Churches
This paper discusses the seismic risk assessment of a Basilica-type church according to the provisions of the Italian Guidelines. A comparison between the results obtained with local and global approaches is reported, based on a knowledge process aimed to characterize the geometric and mechanical parameters required for a reliable structural analysis. To perform the global analyses the finite element technique was employed, with proper assumptions to account for the nonlinear behavior of masonry. Illustrating a case study, the paper critically discusses about the employability of pushover analysis methods for the seismic assessment of basilica-type churches.
Comparative Seismic Risk Assessment of Basilica-type Churches
Betti, Michele (Autor:in) / Borghini, Andrea (Autor:in) / Boschi, Sonia (Autor:in) / Ciavattone, Alberto (Autor:in) / Vignoli, Andrea (Autor:in)
Journal of Earthquake Engineering ; 22 ; 62-95
20.09.2018
34 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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