Detail publikace

Structural analysis of a cable-stayad pedestrian bridge

SALAJKA, V. KALA, J. KANICKÝ, V.

Originální název

Structural analysis of a cable-stayad pedestrian bridge

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Complex structural analysis of a three span cable stayed pedestrian bridge has been carried out. The analysis has involved the design of the load carrying structural system. The suspension system of pylons, steel cables and flooring hangers has been optimized. dynamic analysis of the bridge has been carried out. susceptibility of the structure to aeroelastic effects has been assessed, and vortex induced vibrations have been analyzed. Fatigue analysis of selected structural memebers has been carried out. The steps of successive mounting of the prefabricated reinforced concrete slabs of the prestressed flooring have been optimized. Loading tests of the bridge have proved the predictions of the numerical analyses.

Klíčová slova

pedestrian bridge, dynamic analysis, aeroelastic effects, fatigue analysis, loading test

Autoři

SALAJKA, V.; KALA, J.; KANICKÝ, V.

Rok RIV

2007

Vydáno

15. 5. 2007

Místo

Sofie

ISBN

978-954-331-015-9

Kniha

VSU 2007

Strany od

168

Strany do

173

Strany počet

6

BibTex

@inproceedings{BUT28907,
  author="Vlastislav {Salajka} and Jiří {Kala} and Viktor {Kanický}",
  title="Structural analysis of a cable-stayad pedestrian bridge",
  booktitle="VSU 2007",
  year="2007",
  pages="168--173",
  address="Sofie",
  isbn="978-954-331-015-9"
}