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

Author
Endo, Y.; Pelà, L.; Roca, P.; da Porto, F.; Modena, C.
Type of activity
Journal article
Journal
Bulletin of earthquake engineering
Date of publication
2015-07
Volume
13
Number
12
First page
3749
Last page
3778
DOI
https://doi.org/10.1007/s10518-015-9796-0 Open in new window
Project funding
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
Repository
http://hdl.handle.net/2117/81094 Open in new window
URL
http://link.springer.com/article/10.1007/s10518-015-9796-0 Open in new window
Abstract
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...
Citation
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.
Keywords
Collapse mechanism, Damage assessment, Limit analysis, Masonry, Nonlinear dynamic analysis, Pushover analysis
Group of research
ATEM - Structural and Materials Technology

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