PSI - Issue 80
Riccardo Giacometti et al. / Procedia Structural Integrity 80 (2026) 219–231
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R. Giacometti, N. Grillanda, V. Mallardo / Structural Integrity Procedia 00 (2023) 000–000
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Yu, Y., Franza, A., Ghiassi, B., Neves, L.C., Marshall, A.M., 2025. Tunnelling-induced wall damage: An appraisal of elastoplastic constitutive models for masonry. Tunnelling and Underground Space Technology 156, 106240. Zampieri, P., Piazzon, R., Niero, L., Pellegrino, C., 2024. Damaged masonry arch bridges strengthened with external post-tensioning: Experimental and numerical results. Engineering Structures 318, 117929. Zampieri, P., Simoncello, N., Tetougueni, C.D., Pellegrino, C. 2018. Failure analysis of masonry arch with no-horizontal support settlement. Procedia Structural Integrity 11, 436-43. Zampieri, P., Zanini, M.A., Faleschini, F., Hofer, L., Pellegrino, C. 2017. Failure analysis of masonry arch bridges subject to local pier scout. Engineering Failure Analysis 79, 371-384.
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