Girardi M., Padovani C., Pellegrini D.
Masonry-like materials Modal analysis Numerical methods Nonlinear dynamics Physical sciences and engineering
This paper presents a new numerical tool for evaluating the vibration frequencies and mode shapes of masonry buildings in the presence of cracks. The algorithm has been implemented within the NOSA-ITACA code, which models masonry as a nonlinear elastic material with zero tensile strength. Some case studies are reported, and the differences between linear and nonlinear behaviour highlighted.
Source: ISTI Technical reports, 2016
@techreport{oai:it.cnr:prodotti:359027, title = {Modal analysis of masonry-like structures}, author = {Girardi M. and Padovani C. and Pellegrini D.}, institution = {ISTI Technical reports, 2016}, year = {2016} }