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HANZLÍK, T.
Original Title
Vliv různých modelů zatížení pohybem chodců na odezvu konstrukce s pohlcovačem vibrací
English Title
Influence of different pedestrian load models to the response of the structure with tuned mass damper
Type
abstract
Language
Czech
Original Abstract
This paper deals with a comparison of different levels of pedestrian load model on slender footbridge with tuned mass damper. This device is set to the optimal values according to the selected methodology. Two load models are compared, with a fixed place of acting and with movable place of acting, both for dofferent step frequency. It is also evaluated the effects of higher harmonic members of pedestrian loading force.
English abstract
This paper deals with a comparison of different levels of pedestrian load model on slender footbridge with tuned mass damper. This device is set to the optimal values According to the selected methodology. Two load models are compared, with a fixed place of acting and with movable place of acting, both for dofferent step frequency. It is Also Evaluated the effects of Higher harmonic members of pedestrian loading force.
Keywords
Zatížení pohybem chodců, odezva konstrukce, pohlcovač vibrací
Key words in English
Diffferent pedestrian, structure with tuned mass damper
Authors
Released
7. 2. 2013
Location
Vysoké učení technické v Brně, Fakulta stavební
ISBN
978-80-214-4669-4
Book
Juniorstav 2013
Pages from
263
BibTex
@misc{BUT102030, author="Tomáš {Hanzlík}", title="Vliv různých modelů zatížení pohybem chodců na odezvu konstrukce s pohlcovačem vibrací", booktitle="Juniorstav 2013", year="2013", address="Vysoké učení technické v Brně, Fakulta stavební", isbn="978-80-214-4669-4", note="abstract" }