VIBRATION ANALYSIS OF BRIDGES UNDER DYNAMIC PEDESTRIAN LOAD
DOI:
https://doi.org/10.24867/19CG06JakovljevicKeywords:
vibrations, pedestrian load, acceleration, natural frequencyAbstract
The paper presents a graphical presentation and analysis of load modelas according to different authors, recommendations and standards for the cases of walking, running and jumping. Comfort criteria according to international standards and recommendations are presented and analyzed. The analysis of the adopted solution of the pedestrian bridge in terms of load capacity limit state and usability-deflection was performed. Vibration control was conducted according to various authors, recommendations and standards, and the analysis of the obtained results was performed.
References
[1] Dušan Kovačević: MKE modeliranje u analizi konstrukcija, Belgrade: Građevinska knjiga
[2] Bachmann H., Ammann W.: Vibration Problems in Structures. Practical Guidelines, 1995.
[3] Živanović, S., Pavić, A. and Reynolds, P. : Vibration serviceability of footbridges under human-induced excitation: a literature review. Journal of Sound and Vibration, Vol. 279, 2005.
[4] mr Marija Spasojević Šurdilović, dipl.inž.građ, Analiza graničnog stanja upotrebljivosti u pogledu vibracija indukovanih pešacima, doktorska disertacija
[5] AxisVM: Footfall analysis guide, InterCAD, Budapest
[2] Bachmann H., Ammann W.: Vibration Problems in Structures. Practical Guidelines, 1995.
[3] Živanović, S., Pavić, A. and Reynolds, P. : Vibration serviceability of footbridges under human-induced excitation: a literature review. Journal of Sound and Vibration, Vol. 279, 2005.
[4] mr Marija Spasojević Šurdilović, dipl.inž.građ, Analiza graničnog stanja upotrebljivosti u pogledu vibracija indukovanih pešacima, doktorska disertacija
[5] AxisVM: Footfall analysis guide, InterCAD, Budapest
Downloads
Published
2022-09-08
Issue
Section
Civil Engineering
