4.7 Article

Mathematical modelling of random narrow band lateral excitation of footbridges due to pedestrians walking

期刊

COMPUTERS & STRUCTURES
卷 90-91, 期 -, 页码 116-130

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.compstruc.2011.10.002

关键词

Vibration serviceability; Human-structure dynamic interaction; Footbridges; Walking forces; Dynamic loading

资金

  1. UK Engineering and Physical Sciences Research Council (EPSRC) [EP/E018734/1]
  2. EPSRC [EP/E018734/1] Funding Source: UKRI
  3. Engineering and Physical Sciences Research Council [EP/E018734/1] Funding Source: researchfish

向作者/读者索取更多资源

Motivated by the existing models of wind and earthquake loading, speech recognition techniques and a method of replicating electrocardiogram (ECG) signals, this paper presents a mathematical model to generate synthetic narrow band lateral force signals due to individuals walking. The model is fitted to a database comprising many directly measured walking time series, yielding a random approach to generating their artificial - yet realistic counterparts. This multi-disciplinary modelling strategy offers a radical departure from traditional Fourier-based representations of lateral walking loads towards more reliable and more realistic vibration serviceability assessment of footbridges. (C) 2011 Elsevier Ltd. All rights reserved.

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