Dynamic analysis of the pedestrian and cyclist footbridge between Kazimierz and Ludwinow quarter in Krakow
TL;DRAbstract
The paper is dedicated to issues relating to the dynamics of footbridges. It includes the basic information about the dynamic characteristics of pedestrian bridges – the frequencies and modes of vibrations, stiffness, and damping. An essential part of this work is the dynamic analysis of the Kazimierz–Ludwinow footbridge in Krakow with a span of 127.20 m. The analysis was completed on the basis of a numerical model in the Autodesk Algor Simulation 2011 (Student Version) package.
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The paper is dedicated to issues relating to the dynamics of footbridges. It includes the basic information about the dynamic characteristics of pedestrian bridges – the frequencies and modes of vibrations, stiffness, and damping. An essential part of this work is the dynamic analysis of the Kazimierz–Ludwinow footbridge in Krakow with a span of 127.20 m. The analysis was completed on the basis of a numerical model in the Autodesk Algor Simulation 2011 (Student Version) package.
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