Name
Abstract | ||
|---|---|---|
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 are highlighted. |
Year | DOI | Venue |
|---|---|---|
2016 | 10.1177/1081286517751837 | MATHEMATICS AND MECHANICS OF SOLIDS |
Keywords | DocType | Volume |
Masonry-like materials,modal analysis,numerical methods,nonlinear elasticity | Journal | 24.0 |
Issue | ISSN | Citations |
3.0 | 1081-2865 | 0 |
PageRank | References | Authors |
0.34 | 1 | 3 |
Name | Order | Citations | PageRank |
|---|---|---|---|
| Maria Girardi | 1 | 0 | 0.68 |
| C. Padovani | 2 | 1 | 1.45 |
| Daniele Pellegrini | 3 | 4 | 1.08 |