Eeklo Footbridge: Benchmark Dataset on Pedestrian-Induced Vibrations
Author:
Affiliation:
1. Dept. of Civil Engineering, Structural Mechanics, KU Leuven, B-3001 Leuven, Belgium (corresponding author). ORCID: .
2. Dept. of Civil Engineering, Structural Mechanics, KU Leuven, B-3001 Leuven, Belgium.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001707
Reference61 articles.
1. AFGC (Association Française de Génie Civil). 2006. Sétra: Evaluation du comportement vibratoire des passerelles piétonnes sous l’action des piétons (Assessment of vibrational behaviour of footbridges under pedestrian loading). Sétra/AFGC.
2. Influence of the random dynamic parameters of the human body on the dynamic characteristics of the coupled system structure-crowd;Agu E.;J. Sound Vib.,2011
3. Time-dependent spectral analysis of interactions within groups of walking pedestrians and vertical structural motion using wavelets;Bocian M.;Mech. Syst. Sig. Process.,2018
4. Efficient dynamic performance assessment of a footbridge;Brownjohn J.;Bridge Eng.,2005
5. Experimental methods for estimating modal mass in footbridges using human-induced dynamic excitation;Brownjohn J. M. W.;Eng. Struct.,2007
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