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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.
2009
Istituto di Scienza e Tecnologie dell'Informazione "Alessandro Faedo" - ISTI
Inglese
Topping, L.F. Costa Neves, R.C. Barros
Twelfth International Conference on Civil, Structural and Environmental Engineering Computing
Twelfth International Conference on Civil, Structural and Environmental Engineering Computing
13
9781615677276
Civil-Comp press
Dun Eaglais, Kippen
REGNO UNITO DI GRAN BRETAGNA
Sì, ma tipo non specificato
1-4 Settembre 2009
Funchal, Madeira, Portugal
Physical Sciences and Engineering
Masonry arches
Nonlinear elasticity
Dynamic analysis
Finite-element
Proceedings, article n. 84
2-s2.0-79959854738
4
restricted
Girardi, M; Padovani, C; Pagni, A; Pasquinelli, G
273
info:eu-repo/semantics/conferenceObject
04 Contributo in convegno::04.01 Contributo in Atti di convegno
04.01 Contributo in Atti di convegno
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/58575
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