Detail publikace

Influence of moving pedestrians on light bridge structures

HRADIL, P. KALA, J. SALAJKA, V.

Originální název

Influence of moving pedestrians on light bridge structures

Český název

Influence of moving pedestrians on light bridge structures

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

cs

Originální abstrakt

A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrians with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures without and with a tuned mass damper at a resonance excitation rising from an alternative pedestrian load are compared. The influence of the pedestrian motion on the bridge structure response is monitored.

Český abstrakt

A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrians with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures without and with a tuned mass damper at a resonance excitation rising from an alternative pedestrian load are compared. The influence of the pedestrian motion on the bridge structure response is monitored.

Klíčová slova

Influence of moving pedestrians on light bridge structures

Rok RIV

2007

Vydáno

03.10.2007

Místo

Lednice, čeksá republika

Strany od

1

Strany do

6

Strany počet

6

Dokumenty

BibTex


@inproceedings{BUT28905,
  author="Petr {Hradil} and Jiří {Kala} and Vlastislav {Salajka}",
  title="Influence of moving pedestrians on light bridge structures",
  annote="A significant requirement for bridge structure designs consists in analyzing the influence of the structure on moving pedestrians with respect to their walking comfort. This paper deals with the calculation of the response of a suspended steel bridge structure for pedestrians and light vehicles to the influence of moving pedestrians. The responses of the structures without and with a tuned mass damper at a resonance excitation rising from an alternative pedestrian load are compared. The influence of the pedestrian motion on the bridge structure response is monitored.",
  booktitle="15. ANSYS",
  chapter="28905",
  year="2007",
  month="october",
  pages="1--6",
  type="conference paper"
}