A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches

European Journal of Mechanics - A/Solids - Tập 59 - Trang 210-231 - 2016
Barbara Pintucchi1, Nicola Zani1,2
1Department of Civil and Environmental Engineering (DICeA), University of Florence, Piazza Brunelleschi 6, 50121 Florence, Italy
2Institute of Information Science and Technologies, Italian National Research Council (ISTI-CNR), Pisa, Italy

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