Modal Analysis of Masonry Structures
نویسندگان
چکیده
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.
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ورودعنوان ژورنال:
- CoRR
دوره abs/1611.00531 شماره
صفحات -
تاریخ انتشار 2016