Publication detail

Structural analysis of a cable-stayad pedestrian bridge

SALAJKA, V. KALA, J. KANICKÝ, V.

Original Title

Structural analysis of a cable-stayad pedestrian bridge

Type

conference paper

Language

English

Original Abstract

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.

Keywords

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

Authors

SALAJKA, V.; KALA, J.; KANICKÝ, V.

RIV year

2007

Released

15. 5. 2007

Location

Sofie

ISBN

978-954-331-015-9

Book

VSU 2007

Pages from

168

Pages to

173

Pages count

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"
}