Publication detail

Vliv různých modelů zatížení pohybem chodců na odezvu konstrukce s pohlcovačem vibrací

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

HANZLÍK, T.

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"
}