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The study of the dynamic behavior of masonry arches and vaults is of paramount importance for several reasons : the evaluation of the seismic capacity ; the determination of failure modes; the determination of the ductility and of behavior factors; the design of effective strengthening interventions, like for example by employing Fiber Reinforced Cementitious Matrix (FRCM) composites . Despite this, the literature still lacks a sufficiently large number of contributions on this subject, especially for what concerns either experimental study or reinforced arches . In this context, this paper , starting from the data of full scale dynamic te sts performed on unreinforced and G lass FRCM reinforced Apulian tuff masonry arches , proposes some interesting observations on the dynamic behavior of masonry arches
Politecnico di Milano, Italy
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Download from Proceedings of IMEKO TC-4 2020 International Conference on Metrology for Archaeology and Cultural Heritage