Affiliation:
1. Institute of Information Science and Technologies ‘A. Faedo’, ISTI-CNR, Pisa, Italy
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.
Subject
Mechanics of Materials,General Materials Science,General Mathematics
Cited by
16 articles.
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