Numerical modelling of masonry towers: the case study of the \"Rognosa\" tower in San Gimignano (Contributo in atti di convegno)

Type
Label
  • Numerical modelling of masonry towers: the case study of the \"Rognosa\" tower in San Gimignano (Contributo in atti di convegno) (literal)
Anno
  • 2010-01-01T00:00:00+01:00 (literal)
Alternative label
  • Girardi M.; Padovani C.; Pagni A.; Pasquinelli G. (2010)
    Numerical modelling of masonry towers: the case study of the "Rognosa" tower in San Gimignano
    in Advances and Trends in Structural Engineering, Mechanics and Computation. Fourth International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa, 6-8 Settembre 2010
    (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#autori
  • Girardi M.; Padovani C.; Pagni A.; Pasquinelli G. (literal)
Pagina inizio
  • 993 (literal)
Pagina fine
  • 996 (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#note
  • In: SEMC 2010 - Advances and Trends in Structural Engineering, Mechanics and Computation. Fourth International Conference on Structural Engineering, Mechanics and Computation (Cape Town, South Africa, 6-8 September 2010). Proceedings, pp. 993 - 996. Alphose Zingoni (ed.). CRC Press - Taylor & Francis Group, 2010. (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#descrizioneSinteticaDelProdotto
  • ABSTRACT: In this paper we present a preliminary study concerning the static behaviour and the seismic vulnerability of the \"Rognosa\" tower in San Gimignano, Italy, which was added to the Unesco World Heritage List in 1990. The structure is modelled by using the finite element code NOSA, in which the masonry is assumed to be a nonlinear elastic material with zero tensile strength and bounded compressive strength. The behaviour of the tower subjected to its own weight and an accelerogram recorded during a real earthquake, is investigated. (literal)
Note
  • PuMa (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#affiliazioni
  • CNR-ISTI, Pisa (literal)
Titolo
  • Numerical modelling of masonry towers: the case study of the \"Rognosa\" tower in San Gimignano (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#isbn
  • 978-0-415-58472-2 (literal)
Abstract
  • ABSTRACT: In this paper we present a preliminary study concerning the static behaviour and the seismic vulnerability of the \"Rognosa\" tower in San Gimignano, Italy, which was added to the Unesco World Heritage List in 1990. The structure is modelled by using the finite element code NOSA, in which the masonry is assumed to be a nonlinear elastic material with zero tensile strength and bounded compressive strength. The behaviour of the tower subjected to its own weight and an accelerogram recorded during a real earthquake, is investigated. (literal)
Editore
Prodotto di
Autore CNR
Insieme di parole chiave

Incoming links:


Prodotto
Autore CNR di
Editore di
Insieme di parole chiave di
data.CNR.it