Enhancement factors for the vertical response of footbridges subjected to stochastic crowd loading

Author:

Caprani C.C.,Keogh J.,Archbold P.,Fanning P.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference44 articles.

1. London millennium footbridge: pedestrian-induced lateral vibration;Dallard;ASCE J Bridge Eng,2001

2. Danbon F, Grillaud, G. Dynamic behaviour of a steel footbridge: characterization and modelling of the dynamic loading induced by a moving crowd on the Solferino footbridge in Paris. In Proceedings footbridge; 2005.

3. Synchronization of human walking observed during lateral vibration of a congested pedestrian bridge;Fujino;Earthquake Eng Struct Dynam,1993

4. Newland DE, Pedestrian excitation of bridges-recent results. In Tenth international congress on sound and vibration, Sweden; 2003.

5. Bachmann H, Ammann W. Vibrations in structures-induced by man and machines. In IABSE, structural engineering document, vol. 3, Zurich; 1987.

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