Modal Analysis of Masonry Structures

Published 2 Nov 2016 in cs.CE | (1611.00531v1)

Abstract: This paper presents a new numerical procedure 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 behavior highlighted.

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