Numerical modelling of the structural behaviour of Buti's bell tower (Articolo in rivista)

Type
Label
  • Numerical modelling of the structural behaviour of Buti's bell tower (Articolo in rivista) (literal)
Anno
  • 2004-01-01T00:00:00+01:00 (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#doi
  • 10.1016/J.CULHER.2004.01.04 (literal)
Alternative label
  • Bernardeschi K.; Padovani C.; Pasquinelli G. (2004)
    Numerical modelling of the structural behaviour of Buti's bell tower
    in Journal of cultural heritage; Elsevier Science Publishers, Amsterdam (Paesi Bassi)
    (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#autori
  • Bernardeschi K.; Padovani C.; Pasquinelli G. (literal)
Pagina inizio
  • 371 (literal)
Pagina fine
  • 378 (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#numeroVolume
  • 5-4 (literal)
Rivista
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#note
  • Elsevier, 2004. (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#pagineTotali
  • 9 (literal)
Note
  • PuMa (literal)
  • Scopu (literal)
  • ISI Web of Science (WOS) (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#affiliazioni
  • Dipartimento di Costruzioni. Università di Firenze CNR-ISTI, Pisa (literal)
Titolo
  • Numerical modelling of the structural behaviour of Buti's bell tower (literal)
Abstract
  • The paper describes the numerical techniques implemented in the finite-element code NOSA for structural analysis of masonry constructions. The code is then applied to the analysis of 'Buti's bell tower', a medieval structure located on the Pisa mountains, under two different conditions: firstly, with the structure subjected to its own weight alone, and then while subjected to both its own weight and a horizontal load, which models an earthquake. The displacement and stress fields, as well as the distribution of cracking have been calculated with NOSA, and the numerical results analysed and compared to the actual distribution of fractures in the tower. (literal)
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