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

Abstract The effect of different pedestrian densities (0.2, 0.5, 1, 1.5 and 4.6 persons/m2) 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 c...

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Bibliographic Details
Main Authors: Shuo Yang, Xiaojun Ning
Format: Article
Language:English
Published: Nature Portfolio 2023-10-01
Series:Scientific Reports
Online Access:https://doi.org/10.1038/s41598-023-44456-1