Numerical methods for masonry structures: a comparative study (Rapporti tecnici/preprint/working paper)

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  • Numerical methods for masonry structures: a comparative study (Rapporti tecnici/preprint/working paper) (literal)
Anno
  • 2010-01-01T00:00:00+01:00 (literal)
Alternative label
  • Lucchesi M.; Padovani C.; Pasquinelli G.; Pintucchi B.; Zani N. (2010)
    Numerical methods for masonry structures: a comparative study
    (literal)
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  • Lucchesi M.; Padovani C.; Pasquinelli G.; Pintucchi B.; Zani N. (literal)
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  • Technical report, 2010. (literal)
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  • ABSTRACT: This paper is devoted to compare two numerical approaches for mod- elling the dynamic behaviour of masonry structures. The constitutive equation of masonry-like materials with bounded compressive strength and the dynamic problem for both three-dimensional bodies and one- dimensional structures are presented. The numerical methods imple- mented in the codes NOSA and MADY, respectively for three- and one- dimensional structures, are outlined. With the aim of comparing the two numerical procedures, two examples, a masonry tower with rectangular cross-section and a masonry arch, are addressed. The structures are sub- jected to their own weight and to three accelerograms recorded during real earthquakes. The comparison with the numerical results abtained as- suming a linear elastic beahviour for the materials constituting the tower and the arch has stressed the importance of accurate constitutive models for masonries. (literal)
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  • Altro (literal)
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  • Dipartimento di Costruzioni e Restauro, Universita' degli Studi di Firenze, CNR-ISTI, Pisa (literal)
Titolo
  • Numerical methods for masonry structures: a comparative study (literal)
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