Publication Date:
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.
Iris type:
04.01 Contributo in Atti di convegno
Keywords:
Physical Sciences and Engineering; Masonry arches; Nonlinear elasticity; Dynamic analysis; Finite-element
List of contributors:
Pagni, Andrea; Pasquinelli, Giuseppe; Girardi, Maria; Padovani, Cristina
Book title:
Twelfth International Conference on Civil, Structural and Environmental Engineering Computing