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Vertical Vibration Response of Footbridges with Fundamental Natural Frequency up to 10 Hz under Dynamic Loading by Single Pedestrian

  • García-Diéguez M
  • Zapico-Valle J
  • Živanović S
Journal of Bridge Engineering (2021) 26(10)
DOI: 10.1061/(asce)be.1943-5592.0001780
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Abstract

AbstractA design spectrum of characteristic acceleration response to pedestrian-induced dynamic loading has been developed for footbridge structures. The novelty of the proposed spectrum over the e...

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APA

García-Diéguez, M., Zapico-Valle, J. L., & Živanović, S. (2021). Vertical Vibration Response of Footbridges with Fundamental Natural Frequency up to 10 Hz under Dynamic Loading by Single Pedestrian. Journal of Bridge Engineering, 26(10). https://doi.org/10.1061/(asce)be.1943-5592.0001780

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