Non-linear finite element modeling of damages in bridge piers subjected to lateral monotonic loading

Bridges are among the most vulnerable structures to earthquake damage. Most bridges are seismically inadequate due to outdated bridge design codes and poor construction methods in developing countries. Although expensive, experimental studies are useful in evaluating bridge piers. As an alternative,...

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Detalles Bibliográficos
Autores principales: Ahmad, Aizaz, Ahmed, Awais, Iqbal, Mudassir, Ali, Syed Muhammad, Khan, Ghufranullah, Eldin, Syed M., Yosri, Ahmed. M.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2023
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10439226/
https://www.ncbi.nlm.nih.gov/pubmed/37596341
http://dx.doi.org/10.1038/s41598-023-39577-6

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10439226/
https://www.ncbi.nlm.nih.gov/pubmed/37596341
http://dx.doi.org/10.1038/s41598-023-39577-6

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