Advanced calibration of a 3D masonry arch bridge model using non-destructive testing and numerical optimisation-Reference-Cited by-同舟云学术

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Advanced calibration of a 3D masonry arch bridge model using non-destructive testing and numerical optimisation

Published:2024-08 Issue: Volume:438 Page:137131
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Pantò B.,Ortega J.^ORCID,Grosman S.,Oliveira D.V.,Lourenço P.B.,Macorini L.^ORCID,Izzuddin B.A.^ORCID

Publisher

Elsevier BV

Reference59 articles.

1. Assessment, reliability and maintenance of masonry arch railway bridges in Europe;Orbán,2004

2. Shakedown and dynamic behaviour of masonry arch railway bridges;Forgács;Eng. Struct.,2021

3. Analytical fragility curves for displacement-based scour assessment of masonry arch bridges;George,2022

4. Three-dimensional mesoscale modelling of multi-span masonry arch bridges subjected to scour;Tubaldi;Eng. Struct.,2018

5. Melbourne, C., McKibbins, L.D., Sawar, N., & Gaillard, C.S. (2006). Masonry arch bridges: condition appraisal and remedial treatment. Ciria, London.

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