Istituto di Scienza e Tecnologie dell'Informazione     
Girardi M. Metodi perturbativi per lo studio delle vibrazioni flessionali di travi costituite da materiale non resistente a trazione.
The thesis concerns the flexural nonlinear oscillations of rectangular cross-sectional masonry columns. A variational approach is proposed to obtain explicitly some approximated solutions by using the averaged Lagrangian of the system. The dynamic equilibrium of the beam is studied for some boundary conditions, for free dumped and undumped oscillations and in the case of primary resonance of the first mode. The peculiar behaviour of masonry, that is generally not able to withstand tensile stresses, is taken into account by means of a masonry - like constitutive equation.
Subject Nonlinear dynamics
Averaged Lagrangian method
Masonry structures

Icona documento 1) Download Document PDF

Icona documento Open access Icona documento Restricted Icona documento Private


Per ulteriori informazioni, contattare: Librarian http://puma.isti.cnr.it

Valid HTML 4.0 Transitional