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Seismic performance reliability analysis of reinforced concrete buildings as parameterized by ductility

Autor
El Ghoulbzouri , A.; Khamlichi, A.; Bezzazi, M.; Lopez Almansa, F.
Tipus d'activitat
Article en revista
Revista
Journal of Basic and Applied Scientific Research
Data de publicació
2010-01-01
Volum
1
Número
1
Pàgina inicial
1
Pàgina final
11
Repositori
http://hdl.handle.net/2117/104494 Obrir en finestra nova
Resum
Reliability analysis assessment of seismic performance for regular reinforced concrete buildings was investigated in this work. This was performed through the response surface methodology in order to derive explicit expression of the failure function. Two limit states defined in terms of the total building roof displacement and the maximum inter-story drift were considered. The seismic behavior of the building was examined by using conventional pushover analysis through finite element ...
Citació
El Ghoulbzouri , A., Khamlichi, A., Bezzazi, M., Lopez Almansa, F. Seismic performance reliability analysis of reinforced concrete buildings as parameterized by ductility. "Journal of Basic and Applied Scientific Research", 1 Gener 2010, vol. 1, núm. 1, p. 1-11.
Paraules clau
Earthquake, Finite element method, Form, Monte Carlo, Pushover, Regular buildings, Response surface
Grup de recerca
(MC)2 - UPC Mecànica de Medis Continus i Computacional
GMNE - Grup de Mètodes Numèrics en Enginyeria

Participants

  • El Ghoulbzouri, Abdelouafi  (autor)
  • Khamlichi, Abdellatif  (autor)
  • Bezzazi, Mohamed  (autor)
  • Lopez Almansa, Francisco  (autor)