The paper describes the results of analyses conducted by using the NOSA code on a circular masonry arch. The structure is subjected to its own weight and sinusoidal accelerations of variable frequency. The different results obtained using nonlinear and linear constitutive equations are compared.
Numerical modelling of the dynamic behaviour of masonry arches
Girardi M;Padovani C;Pagni A;Pasquinelli G
2009
Abstract
The paper describes the results of analyses conducted by using the NOSA code on a circular masonry arch. The structure is subjected to its own weight and sinusoidal accelerations of variable frequency. The different results obtained using nonlinear and linear constitutive equations are compared.File in questo prodotto:
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Descrizione: Numerical modelling of the dynamic behaviour of masonry arches
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