Modal testing with a pedestrian as a vibration exciter
A novel approach, for identification of modal properties using a dynamic excitation induced by a human walker, has previously been proposed to identify natural frequencies, damping ratios and modal masses. The developed approach is now expanded to also estimate vibration mode shapes, thus fully characterising the dynamic behaviour of a structure in a simple and affordable way. Additionally, the reliability of the method is parametrically analysed and validated against simulated and real world data of a footbridge. Results indicate that, given a reasonable initial estimate of the target modal properties values and with careful consideration of the number and location of measured responses, it is possible to estimate all modal properties of a structure in a reliable and simpler way than conventional modal testing methods: handheld impact hammer, electrodynamic shaker or ambient vibration tests.
Funding
University of the West of England
Characterising dynamic performance of fibre reinforced polymer structures for resilience and sustainability
Engineering and Physical Sciences Research Council
Find out more...History
School
- Architecture, Building and Civil Engineering
Published in
Mechanical Systems and Signal ProcessingVolume
189Issue
2023Publisher
ElsevierVersion
- VoR (Version of Record)
Rights holder
© The Author(s)Publisher statement
This is an Open Access Article. It is published by Elsevier under the Creative Commons Attribution 4.0 International Licence (CC BY). Full details of this licence are available at: http://creativecommons.org/licenses/by/4.0/Acceptance date
2022-12-27Publication date
2023-01-04Copyright date
2022ISSN
0888-3270eISSN
1096-1216Publisher version
Language
- en