Analysis of Footbridges under Human Induced Loads

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The paper deals with a dynamic response of footbridge structure which is loaded by a movement of pedestrians. Interaction between crowd and footbridge structure is a complex problem. It is important to take into account load generated by the movement of pedestrians during the computation, but also change of load influenced by a response of the structure. It means practically that the response of the structure has influence on the movement of pedestrians. Computation of the response has to be performed in several steps. The first step is backward modification of load represented by the crowd movement. Next step is recalculation of the structure with newly compiled load. This approach can bring near the real behaviour of the structure which is exposed by the continuous movement of pedestrians..

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180-184

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June 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. Kala, P. Hradil, V. Salajka, V. Jutner, Dynamic response of cable stayed steel bridge with tuned mass damper installed - numerical and experimental approach, in proc. 10th International conference Modern building materials, structures and techniques, Selected papers, 2010, Vilnius, Lithuania, pp.658-667.

Google Scholar

[2] J. Kala, P. Hradil, V. Salajka, Comfort criteria for suspension footbridge response on single pedestrian induced vibration analysis, in proc. ESREL 2010 - Reliability, Risk and Safety, 2010, Rhodes, Greece, pp.1535-1540, ISBN 978-0-415-60427-7.

Google Scholar

[3] L. Bruno, F. Vennuti, N. Bellomo, Crowd-structure interaction: Dynamic modelling and computational simulation, in: Proceedings Footbridge, 2005, Venezia.

Google Scholar

[4] F. Vennuti, L. Bruno, An interpretative model of the pedestrian fundamental relation, Science Direct, Physics of Life Reviews 6 (2007).

Google Scholar

[5] F. Vennuti, L. Bruno, Crowd-structure interaction in lively footbridges under synchronous lateral excitation: A literature review, Science Direct, Physics of Life Reviews 6 (2009).

DOI: 10.1016/j.plrev.2009.07.001

Google Scholar

[6] L. Bruno, F. Vennuti, Crowd-structure interaction in lively footbridges: Modelling, application to a real case and sensitivity analyses, Science Direct, Physics of Life Reviews 6 (2009).

Google Scholar

[7] H. Bachmann, Lively, footbridges – a real challenge, in: Proceedings of the International Conference on the Design and Dynamic Behaviour of Footbridges, 2020, Paris, 18p.

Google Scholar

[8] J. Gottvald, Z. Kalal, Sensitivity analysis of tangential digging forces of the bucket wheel excavator SchRs 1320 for different terraces, Journal of Civil Engineering and Management, Vol. 18, Issue 5, 2012, pp.609-620.

DOI: 10.3846/13923730.2012.719836

Google Scholar

[9] J. Kala, V. Salajka, P. Hradil, Sensitivity Investigation of eigenvalue problem of water tower construction interacting with fluid, Journal of Vibroengineering, 2012, vol. 14, Issue 3, pp.1151-1159, ISSN 1392-8716.

Google Scholar