2009
Report
Unknown
Numerical modelling of masonry arches subjected to time-dependent loads
Girardi M., Padovani C., Pagni A., Pasquinelli G.
Physical Sciences and Engineering Masonry arches Nonlinear elasticity Dynamic analysis Finite-element method
The paper describes the results of analyses conducted by using the NOSA code on a circular masonry arch. First the structure is subjected to its own weight and sinusoidal accelerations of variable frequency. Then, the behaviour of the arch subjected to an accelerogram recorded during a real earthquake is investigated. The different results obtained using nonlinear and linear constitutive equations are compared.
Source: ISTI Technical reports, 2009
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BibTeX entry
@techreport{oai:it.cnr:prodotti:161107,
title = {Numerical modelling of masonry arches subjected to time-dependent loads},
author = {Girardi M. and Padovani C. and Pagni A. and Pasquinelli G.},
institution = {ISTI Technical reports, 2009},
year = {2009}
}
0000-0002-7358-5607CNR ExploRA