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Probabilistic seismic damage assessment of RC buildings based on nonlinear dynamic analysis

Autor
Vargas, Y.; Pujades, L.G.; Barbat, A. H.; Hurtado, J.
Tipus d'activitat
Article en revista
Revista
The open civil engineering journal
Data de publicació
2015-06-05
Volum
9
Número
Suppl. 1, M 10
Pàgina inicial
344
Pàgina final
350
DOI
10.2174/1874149501509010344
Repositori
http://hdl.handle.net/2117/28218 Obrir en finestra nova
URL
http://benthamopen.com/ABSTRACT/TOCIEJ-9-344 Obrir en finestra nova
Resum
The incremental dynamic analysis is a powerful tool for evaluating the seismic vulnerability and risk of buildings. It allows calculating the global damage of structures for different PGAs and representing this result by means of damage curves. Such curves are used by many methods to obtain seismic risk scenarios at urban level. Even if the use of this method in a probabilistic environment requires a relevant computational effort, it should be the reference method for seismic risk evaluation. In...
Citació
Vargas, Y. [et al.]. Probabilistic seismic damage assessment of RC buildings based on nonlinear dynamic analysis. "The open civil engineering journal", 05 Juny 2015, vol. 9, núm. Suppl. 1, M 10, p. 344-350.
Paraules clau
Damage curves, incremental dynamic analysis, uncertainties
Grup de recerca
DECA - Grup de Recerca del Departament d'Enginyeria Civil i Ambiental
GIES - Geofísica i Enginyeria Sísmica

Participants

Arxius