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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....
Autores principales: | Yang, Shuo, Ning, Xiaojun |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2023
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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 |
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