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Analysis and improvement of human-induced vibration comfort of articulated steel pedestrian bridges

The effect of different pedestrian densities (0.2, 0.5, 1, 1.5 and 4.6 persons/m(2)) on a pedestrian bridge is studied, the comfort level is evaluated according to the acceleration peak, and the most sensitive part of the acceleration response employs tuned mass dampers (TMDs) for vibration control....

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Detalles Bibliográficos
Autores principales: Yang, Shuo, Ning, Xiaojun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10567769/
https://www.ncbi.nlm.nih.gov/pubmed/37821681
http://dx.doi.org/10.1038/s41598-023-44456-1