Collapse Analysis of Reinforced Masonry Arches: A Comparison of Associated and Non-associated Sliding
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-24041-6_17
Reference20 articles.
1. Makris, N., Alexakis, H.: The effect of stereotomy on the shape of the thrust-line and the minimum thickness of semicircular masonry arches. Arch. Appl. Mech. 83(10), 1511–1533 (2013). https://doi.org/10.1007/s00419-013-0763-4
2. Chiozzi, A., Grillanda, N., Milani, G., Tralli, A.: UB-ALMANAC: an adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches. Eng Fail Anal 85, 201–220 (2018). https://doi.org/10.1016/j.engfailanal.2017.11.013
3. Chiozzi, A., Malagù, M., Tralli, A., Cazzani, A.: ArchNURBS: NURBS-based tool for the structural safety assessment of masonry arches in MATLAB. J Comput Civ Eng 30, 4015010 (2016). https://doi.org/10.1061/(asce)cp.1943-5487.0000481
4. Grillanda, N., Valente, M., Milani, G.: ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates. Bull. Earthq. Eng. 18(8), 3935–3961 (2020). https://doi.org/10.1007/s10518-020-00848-6
5. Portioli, F.P.A.: Rigid block modelling of historic masonry structures using mathematical programming: a unified formulation for non-linear time history, static pushover and limit equilibrium analysis. Bull. Earthq. Eng. 18(1), 211–239 (2019). https://doi.org/10.1007/s10518-019-00722-0
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