A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads

A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads

In the paper the characteristics of selected dynamic load models of vertical forces generated during pedestrian movement (Vertical Ground Reaction Forces - VGRFs) and the results of dynamic numerical analyses and dynamic field tests of an exemplary footbridge were presented. Numerical analyses of th...

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Main Authors: Marecik Kinga, Pańtak Marek
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201822201009
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spelling doaj-25f0d2b526944cc3a982d607e57bc3052021-02-02T06:58:35ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012220100910.1051/matecconf/201822201009matecconf_orsdce2018_01009A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loadsMarecik Kinga0Pańtak Marek1Cracow University of Technology, Institute of Building Materials and Engineering StructuresCracow University of Technology, Institute of Building Materials and Engineering StructuresIn the paper the characteristics of selected dynamic load models of vertical forces generated during pedestrian movement (Vertical Ground Reaction Forces - VGRFs) and the results of dynamic numerical analyses and dynamic field tests of an exemplary footbridge were presented. Numerical analyses of the footbridge were performed taking into account recommendations of different authors and standards relating to VGRFs models as well as VGRFs measured by authors during laboratory tests using force platform. For comparative purposes, the dynamic field tests of the footbridge were carried out. The results and conclusions from comparative analyses of the dynamic responses of the footbridge obtained for various load models and field tests were presented.https://doi.org/10.1051/matecconf/201822201009
collection DOAJ
language English
format Article
sources DOAJ
author Marecik Kinga
Pańtak Marek
spellingShingle Marecik Kinga
Pańtak Marek
A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads
MATEC Web of Conferences
author_facet Marecik Kinga
Pańtak Marek
author_sort Marecik Kinga
title A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads
title_short A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads
title_full A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads
title_fullStr A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads
title_full_unstemmed A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads
title_sort comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description In the paper the characteristics of selected dynamic load models of vertical forces generated during pedestrian movement (Vertical Ground Reaction Forces - VGRFs) and the results of dynamic numerical analyses and dynamic field tests of an exemplary footbridge were presented. Numerical analyses of the footbridge were performed taking into account recommendations of different authors and standards relating to VGRFs models as well as VGRFs measured by authors during laboratory tests using force platform. For comparative purposes, the dynamic field tests of the footbridge were carried out. The results and conclusions from comparative analyses of the dynamic responses of the footbridge obtained for various load models and field tests were presented.
url https://doi.org/10.1051/matecconf/201822201009
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AT marecikkinga comparativeanalysisofselectedmodelsofpedestriangenerateddynamicloadsonfootbridgesverticalloads
AT pantakmarek comparativeanalysisofselectedmodelsofpedestriangenerateddynamicloadsonfootbridgesverticalloads
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