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Structural assessment under uncertain parameters via interval analysis

Autor
García, O.; Vehí, J.; Campos, J.; Henriques, A.; Casas, J.
Tipus d'activitat
Article en revista
Revista
Journal of computational and applied mathematics
Data de publicació
2008-08
Volum
218
Número
1
Pàgina inicial
43
Pàgina final
52
DOI
https://doi.org/10.1016/j.cam.2007.04.047 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0377042707003251 Obrir en finestra nova
Resum
An efficient health monitoring system for damage detection in civil engineering structures using on-line monitoring data is being developed to identify any possible damage in short time. The present work is based on the treatment of uncertainties, which is one of the basic common difficulties faced when modelling structures. A methodology, based on interval analysis (IA) theory [R.E. Moore, Interval Analysis, Prentice-Hall, Englewood Cliffs, NJ, 1966] applied to a numerical constraint satisfacti...
Paraules clau
Constraint satisfaction problem, Interval analysis, Structural assessment, Uncertainty
Grup de recerca
EC - Enginyeria de la Construcció

Participants

  • García, Oscar  (autor)
  • Vehí Casellas, Josep  (autor)
  • Campos Matos, José A.  (autor)
  • Henriques, António Abel  (autor)
  • Casas Rius, Joan Ramon  (autor)