PSI - Issue 44

8

Zampieri et al./ Structural Integrity Procedia 00 (2022) 000–000

Paolo Zampieri et al. / Procedia Structural Integrity 44 (2023) 926–933

933

Acknowledgment G&P Inthech is gratefully acknowledged for providing the FRCM composite material.

References

Manzini, C. F.; Morandi P.; Borzi B.; Iodice, F.; Mauro A.; Vecchi A.; Iacobini F. Derivation of Fragility Curves for the Seismic Vulnerability Assessment of Railway Masonry Arch Bridges (2022), 200 LNCE, pp. 893. Iacobini F., Tisalvi M., Vecchi A., Iodice F., Mauro A. Analysis Methods and Seismic Strengthening of Existing Masonry Arch Bridges of the Conventional Railway Network (2020), 11, pp. 340 – 348. Simoncello N., Zampieri P., Gonzalez-Libreros J., Perboni S., Pellegrino C. Numerical Analysis of an FRP-Strengthened Masonry Arch Bridge (2020), 6, art. no. 7. Zampieri P. Horizontal capacity of single-span masonry bridges with intrados FRCM strengthening (2020), 244, art. no. 112238. Zampieri P., Simoncello N., Gonzalez-Libreros J. Pellegrino C. Evaluation of the vertical load capacity of masonry arch bridges strengthened with FRCM or SFRM by limit analysis (2020), 225, art. no. 111135.