Girardi M., Lucchesi M.
Nonlinear dynamics No-tension materials Masonry slender structures
The paper presents an analytical discussion of the free transverse vibrations of masonry beam-columns, focusing on the role of the material's inability to sustain traction in modifying the dynamic behavior of such structures. In particular, for periodical oscillations, an analytical method is presented for obtaining an explicit relation between the fundamental frequency of the beam and the amplitude of displacements.
Source: Journal of mechanics of materials and structures (Online) 5 (2010): 143–159.
Publisher: Mathematical Sciences Publishers, Dept. of Mathematics, University of California, Berkeley,, Berkeley, CA , Stati Uniti d'America
@article{oai:it.cnr:prodotti:44333, title = {Free flexural vibrations of masonry beam-colums}, author = {Girardi M. and Lucchesi M.}, publisher = {Mathematical Sciences Publishers, Dept. of Mathematics, University of California, Berkeley,, Berkeley, CA , Stati Uniti d'America}, journal = {Journal of mechanics of materials and structures (Online)}, volume = {5}, pages = {143–159}, year = {2010} }