A comparative analysis of selected models of pedestrian-generated dynamic loads on footbridges – vertical loads
Authors:
- Kinga Marecik,
- Marek Pańtak
Abstract
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.
- Record ID
- CUT8c90f38b30bb4bddbec7b5a83f00e0b2
- Publication categories
- ; ;
- Author
- Journal series
- MATEC Web of Conferences, ISSN , e-ISSN 2261-236X, Irregular
- Issue year
- 2018
- Vol
- 222
- Pages
- [1-5]
- Article number
- 01009
- Other elements of collation
- fot.; rys.; wykr.; Bibliografia (na s.) - 5; Bibliografia (liczba pozycji) - 6; Oznaczenie streszczenia - Abstr.; Numeracja w czasopiśmie - Vol. 222
- Conference
- 3rd International Workshop on Flexibility in Sustainable Construction (ORSDCE 2018), 2018, 20-04-2018 - 20-04-2018, Poznan, Polska
- Keywords in English
- footbridge, vibration, dynamics, walking, GRF, load models
- DOI
- DOI:10.1051/matecconf/201822201009 Opening in a new tab
- URL
- https://www.matec-conferences.org/articles/matecconf/abs/2018/81/matecconf_orsdce2018_01009/matecconf_orsdce2018_01009.html Opening in a new tab
- Language
- eng (en) English
- License
- Score (nominal)
- 15
- Additional fields
- Indeksowana w: Web of Science, Scopus
- Uniform Resource Identifier
- https://cris.pk.edu.pl/info/article/CUT8c90f38b30bb4bddbec7b5a83f00e0b2/
- URN
urn:pkr-prod:CUT8c90f38b30bb4bddbec7b5a83f00e0b2
* presented citation count is obtained through Internet information analysis, and it is close to the number calculated by the Publish or PerishOpening in a new tab system.