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Review of different pushover analysis methods applied to masonry buildings and comparison with nonlinear dynamic analysis

Autor
Endo, Y.; Pelà, L.; Roca, P.
Tipus d'activitat
Article en revista
Revista
Journal of earthquake engineering
Data de publicació
2016-08
Volum
21
Número
8
Pàgina inicial
1
Pàgina final
31
DOI
https://doi.org/10.1080/13632469.2016.1210055 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
Técnicas multiescala para el análisis experimental y numérico de la fiabilidad de las estructuras de obra de fábrica
Repositori
http://hdl.handle.net/2117/113651 Obrir en finestra nova
URL
http://www.tandfonline.com/doi/full/10.1080/13632469.2016.1210055 Obrir en finestra nova
Resum
This article presents the comparison among different nonlinear seismic analysis methods applied to masonry buildings, i.e., pushover analyses with invariant lateral force distributions, adaptive pushover analysis and nonlinear dynamic analysis. The study focuses on the influence of lateral force distribution on the results of the pushover analysis. Two simple benchmark case studies are considered for the purpose of the research, i.e., a four-wall masonry building prototype without floor rigid di...
Citació
Endo, Y., Pelà, L., Roca, P. Review of different pushover analysis methods applied to masonry buildings and comparison with nonlinear dynamic analysis. "Journal of earthquake engineering", Agost 2016, vol. 21, núm. 8, p. 1-31.
Paraules clau
Adaptive Pushover Analysis, Earthquake, FEM, Historical Structure, Lateral Force Distribution, Masonry, Nonlinear Dynamic Analysis, Nonlinear Static Analysis
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants