Carregant...
Carregant...

Vés al contingut (premeu Retorn)

Analysis of the performance in the linear field of Equivalent-Frame Models for regular and irregular masonry walls

Autor
Siano, R.; Sepe, V.; Camata, G.; Spacone, E.; Roca, P.; Pelà, L.
Tipus d'activitat
Article en revista
Revista
Engineering structures
Data de publicació
2017-08
Volum
145
Pàgina inicial
190
Pàgina final
210
DOI
https://doi.org/10.1016/j.engstruct.2017.05.017 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/104867 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0141029616307507 Obrir en finestra nova
Resum
The Equivalent-Frame Method (EFM), a simplified procedure for structural modelling of masonry constructions, is having a great success for the good balance that it allows between the accuracy of the geometrical description and the simplicity of the mechanical calibration. Despite the widespread use of EFM in scientific and professional field, some uncertainties affect its application to the specific problem of the existing unreinforced masonry (URM) buildings. For these structures, in fact, irre...
Citació
Siano, R., Sepe, V., Camata, G., Spacone, E., Roca, P., Pela, L. Analysis of the performance in the linear field of Equivalent-Frame Models for regular and irregular masonry walls. "Engineering structures", Agost 2017, vol. 145, p. 190-210.
Paraules clau
Equivalent-Frame Models (EFM), Irregularity, Masonry structures, Seismic vulnerability, URM walls
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants

  • Siano, Rossella  (autor)
  • Sepe, Vincenzo  (autor)
  • Camata, Guido  (autor)
  • Spacone, Enrico  (autor)
  • Roca Fabregat, Pedro  (autor)
  • Pelà, Luca  (autor)