Experimental Investigation on Human Walking Loading Parameters and Biodynamic Model

Author:

Varela Wendell D.ORCID,Pfeil Michèle S.ORCID,da Costa Natasha de Paula A.ORCID

Funder

Fundação de Apoio à Pesquisa da Amazônia

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Publisher

Springer Science and Business Media LLC

Reference29 articles.

1. Ahmadi E, Caprani C (2015) Damping and frequency of human-structure interaction system. In: Feltrin G (ed) 6th International conference on experimental vibration analysis for civil engineering structures. Curran Associates, Inc, New York, vol 24 p 07006

2. Bachmann H, Ammann WJ, Deischl F et al (1995) Vibration problems in structures—practical guidelines. Birkhäuser, Basel

3. Battista RC, Varela WD (2019) A system of multiple controllers for attenuating the dynamic response of multimode floor structures to human walking. Smart Struct Syst. https://doi.org/10.12989/sss.2019.23.5.467

4. Bassoli E, Van Nimmen K, Vincenzi L, Van den Broeck P (2016) Human-structure interaction effects on the maximum dynamic response based on and equivalent spectral model for pedestrian-induced loading. J Phys Conf Ser 744(012031):1–12

5. Caprani CC, Keogh J, Archbold P, Fanning P (2011) Characteristic vertical response of a footbridge due to crowd loading. In: de Roeck G et al (eds) 8th International conference on structural dynamics (EuroDyn), Leuven. https://doi.org/10.21427/D75R6M

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