Dynamic Response of Footbridge Decks

Shreedhar R.*
Department of Civil Engineering, S.G.Balekundri Institute of Technology, Belagavi, Karnataka, India.
Periodicity:January - March'2024
DOI : https://doi.org/10.26634/jste.12.4.21092

Abstract

In the modern era, the demand for lightweight footbridges has grown significantly. However, this trend introduces new challenges related to the dynamic behaviour of such structures, especially under pedestrian-induced loading. This paper investigates the dynamic response of footbridge decks, focusing on the effects of vibration, pedestrian loading, and design considerations. Through a detailed analysis of a simply supported footbridge, we evaluate natural frequencies, critical ranges, and acceleration responses under varying pedestrian densities. The results emphasize the need for careful consideration of dynamic effects in the design phase to ensure pedestrian comfort and structural safety.

Keywords

Dynamic Response, Footbridges, Natural Frequency, Acceleration, Structural Damping.

How to Cite this Article?

Shreedhar, R. (2024). Dynamic Response of Footbridge Decks. i-manager’s Journal on Structural Engineering, 12(4), 22-32. https://doi.org/10.26634/jste.12.4.21092

References

[3]. Bachmann, H., & Ammann, W. (1987). Vibrations in Structures: Induced by Man and Machines. Iabse.
[4]. Blanchard, J., Davies, B. L., & Smith, J. W. (1977, May). Design criteria and analysis for dynamic loading of footbridges. In Proceeding of a Symposium on Dynamic Behaviour of Bridges at the Transport and Road Research Laboratory, Crowthorne, Berkshire, England, May 19, 1977.
[6]. Caetano, E., Cunha, A., Moutinho, C., & Magalhães, F. (2015, July). Dynamic characterization and continuous dynamic monitoring of long span bridges. In Multi-Span Large Bridges: International Conference on Multi-Span Large Bridges (pp. 1-3).
[7]. Dallard, P., Fitzpatrick, A. J., Flint, A., Le Bourva, S., Low, A., Ridsdill Smith, R. M., & Willford, M. (2001). The London millennium footbridge. Structural Engineer, 79(22), 17-21.
[10]. Heinemeyer, C., Butz, C., Keil, A., Schlaich, M., Goldack, A., Trometer, S., ... & Caetano, E. (2009). Design of Leightweight Footbridges for Human Induced Vibrations. JRC European Commission.
[11]. Huang, M. H. (2006). Dynamic Characteristics of Slender Suspension Footbridges (Doctoral dissertation, Queensland University of Technology).
[13]. Kumar, V., & Paramasivam, P. (2023). Seismic Behaviour of the Curved Bridge with Friction Pendulum System. ResearchGate.
[16]. Pimentel, R. L. (1997). Vibrational Performance of Pedestrian Bridges Due to Human-Induced Loads (Doctoral dissertation, University of Sheffield).
[17]. Simantiris, E. L., Amador, S. D., & Brincker, R. (2022). Structural health monitoring of a wooden mast structure based on OMA techniques. In 9th International Operational Modal Analysis Conference (pp. 352-360). International Operational Modal Analysis Conference (IOMAC).
[23]. Zingoni, A. (2016). Insights and Innovations in Structural Engineering, Mechanics and Computation: Proceedings of the Sixth International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa, 5-7 September 2016. CRC Press.
If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Single Article

North Americas,UK,
Middle East,Europe
India Rest of world
USD EUR INR USD-ROW
Online 15 15

Options for accessing this content:
  • If you would like institutional access to this content, please recommend the title to your librarian.
    Library Recommendation Form
  • If you already have i-manager's user account: Login above and proceed to purchase the article.
  • New Users: Please register, then proceed to purchase the article.