Experimental and numerical dynamic structural analysis of footbridges when subjected to pedestrians walking loads

Author:

da Silva Irwing Aguiar Ribeiro,da Silva José Guilherme SantosORCID

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Reference14 articles.

1. Silva IAR. “Experimental monitoring and numerical modelling to evaluate the pedestrian-structure dynamic interaction effect on the dynamic response of pedestrian foot-bridges” (In development). PhD Thesis. Civil Engineering Post-graduate Programme, PGECIV. State University of Rio de Janeiro, UERJ. Rio de Janeiro/RJ, Brazil, 2017

2. Silva IAR, Debona GL, Silva JG (2016) Design evaluation of the serviceability limit states of footbridges when subjected to the dynamic action of pedestrians walking. XXXVII Iberian Latin-American Congress on Computational Methods in Engineering (CILAMCE 2016), Brazil, pp 182–201

3. Santos da Silva JG, Burgos RB, Duarte IFB, Debona GL (2016) Vibration Analysis and Human Comfort Evaluation of Steel-Concrete Composite Footbridges Based on the Modelling of the Pedestrian-Structure Dynamic Interaction Effect”. Int J Eng Res Appl 6(11):38–45

4. Van Nimmen K, Lombaert G, De Roeck G, Van den Broeck P (2017) The impact of vertical human-structure interaction on the response of footbridges to pedestrian excitation. J Sound Vib 402:104–121. https://doi.org/10.1016/j.jsv.2017.05.017

5. Venuti F, Racic V, Corbetta A (2016) Modelling framework for dynamic interaction between multiple pedestrians and vertical vibrations of footbridges. J Sound Vib 379:245–263. https://doi.org/10.1016/j.jsv.2016.05.047

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