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Modeling spatially unrestricted pedestrian traffic on footbridges

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Živanović, Stana, Pavić, Aleksandar and Ingólfsson, Einar Thór. (2010) Modeling spatially unrestricted pedestrian traffic on footbridges. Journal of Structural Engineering, Vol.136 (No.10). pp. 1296-1308. ISSN 0733-9445

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Official URL: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.00002...

Abstract

The research into modeling walking-induced dynamic loading and its effects on footbridge structures and people using them has been intensified in the past decade after some high profile vibration serviceability failures. In particular, the crowd induced loading, characterized by spatially restricted movement of pedestrians, has kept attracting attention of researchers. However, it is the normal spatially unrestricted pedestrian traffic, and its vertical dynamic loading component, that is the most relevant for vibration serviceability checks for most footbridges. Despite the existence of numerous design procedures concerned with this loading, the current confidence in its modeling is low due to lack of verification of the models on as-built structures. This is the motivation behind reviewing the existing design procedures for modeling normal pedestrian traffic in this paper and evaluating their performance against the experimental data acquired on two as-built footbridges. Additionally, the use of Monte Carlo simulations is also investigated. Possible factors that cause discrepancies between measured and calculated vibration responses, including possibility of existence of pedestrian-structure dynamic interaction, are discussed.

Item Type: Journal Article
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TG Bridge engineering
Divisions: Faculty of Science > Engineering
Library of Congress Subject Headings (LCSH): Footbridges -- Vibration, Maintainability (Engineering), Monte Carlo method, Pedestrian traffic flow -- Mathematical models, Human engineering, Vibration -- Physiological effect
Journal or Publication Title: Journal of Structural Engineering
Publisher: American Society of Civil Engineers
ISSN: 0733-9445
Date: October 2010
Volume: Vol.136
Number: No.10
Number of Pages: 13
Page Range: pp. 1296-1308
Identification Number: 10.1061/(ASCE)ST.1943-541X.0000226
Status: Peer Reviewed
Publication Status: Published
Access rights to Published version: Restricted or Subscription Access
Funder: Engineering and Physical Sciences Research Council (EPSRC), Iceland. Vegagerđin (Public Road Administration), Fondation européenne pour l'architecture du paysage (EFLA), Univerzitet Crne Gore [University of Montenegro]
Grant number: GR/T03000/01 (EPSRC)
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(2007) Lateral Walking-Induced Forces on Footbridges. ASCE Journal of Bridge Engineering, 12 (6), 677-688. Roberts, T. M. (2005) Probabilistic Pedestrian Lateral Excitation of Bridges. Proceedings of the Institution of Civil Engineers: Bridge Engineering, 158 (2), 53-61. Sachse, R. (2002) The Influence of Human Occupants on the Dynamic Properties of Slender Structures, PhD Thesis, University of Sheffield, UK, April. S´etra (2006) Footbridges, assessment of vibrational behaviour of footbridges under pedestrian loading, Technical guide. Service d’Etudes Techniques des Routes et Autoroutes, Paris. Venuti, F., Bruno, L. and Napoli, P. (2007) Pedestrian Lateral Action on Lively Footbridges: A New Load Model. Structural Engineering International, 17 (3), 236-241. Willford, M. (2002) Dynamic actions and reactions of pedestrians. Proceedings of Footbridge 2002, Paris, France, 20-22 November. ˇZivanovi´c, S. 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URI: http://wrap.warwick.ac.uk/id/eprint/5176

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