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Comparison of seismic analysis methods applied to a historical church struck by 2009 L’Aquila earthquake

Autor
Endo, Y.; Pelà, L.; Roca, P.; da Porto, F.; Modena, C.
Tipus d'activitat
Article en revista
Revista
Bulletin of earthquake engineering
Data de publicació
2015-07
Volum
13
Número
12
Pàgina inicial
3749
Pàgina final
3778
DOI
https://doi.org/10.1007/s10518-015-9796-0 Obrir en finestra nova
Projecte finançador
BIA2012-32234 Identificación de parámetros mecánico-resistentes en obra de fábrica estructural mediante métodos experimentales y micro-modelización numérica
New Integrated Knowledge Based Approaches to the protection of cultural heritage from earthquake induced risk
Repositori
http://hdl.handle.net/2117/81094 Obrir en finestra nova
URL
http://link.springer.com/article/10.1007/s10518-015-9796-0 Obrir en finestra nova
Resum
The final publication is available at Springer via http://dx.doi.org/10.1007/s10518-015-9796-0 This paper presents the seismic assessment of a historical church by means of different analysis methods. The church of San Marco, seriously damaged by 2009 L’Aquila earthquake, Italy, is chosen as case-study. The analysis tools adopted and compared are linear and non-linear kinematic analysis, FEM pushover analysis and FEM nonlinear dynamic analysis. The different methods are evaluated regarding the...
Citació
Endo, Y., Pela, L., Roca, P., da Porto, F., Modena, C. Comparison of seismic analysis methods applied to a historical church struck by 2009 L’Aquila earthquake. "Bulletin of earthquake engineering", Juliol 2015, vol. 13, núm. 12, p. 3749-3778.
Paraules clau
Collapse mechanism, Damage assessment, Limit analysis, Masonry, Nonlinear dynamic analysis, Pushover analysis
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

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