Pedestrian Lateral Action on lively Footbridges: A New Load Model-Reference-Cited by-同舟云学术

Pedestrian Lateral Action on lively Footbridges: A New Load Model

Published:2007-08 Issue:3 Volume:17 Page:236-241
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Venuti Fiammetta¹,Bruno Luca¹,Napoli Paolo¹

Affiliation:

1. Dept. of Structural Engineering and Geotechnics, Politecnico di Torino, Torino, Italy

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686607781645897

Reference5 articles.

1. SETRA/AFGC. Passerelles piétonnes Evaluation du comportement vibratoire sous l’action de piétons. Guide méthodologique. Paris, 2006.

2. Pizzimenti, A.D. Experimental analysis of the lateral pedestrian – induced mechanism of excitation of footbridges, PhD Thesis, Università degli studi di Catania, 2004 (in Italian).

3. Ricciardelli, F. Lateral loading of footbridges by walkers. Proceedings Footbridge 2005, Venice, 2005.

4. Venuti, F.; Bruno, L.; Bellomo, N. Crowd structure interaction: dynamics modelling and computational simulations. Proceedings Footbridge 2005, Venice, 2005.

5. Daamen, W. Modelling passenger flows in public transport facilities. PhD Thesis, Delft University of technology, 2004.

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