Publication detail

Model test of cable supported bridges

KOLÁČEK, J.

Original Title

Model test of cable supported bridges

Type

conference paper

Language

English

Original Abstract

This work deals with curved cable stayed and suspension pedestrian bridges. In the first part, the equilibrium on a single-sided suspended section is studied. Distinguished are the sections with and without prestressing. The section with prestressing is analysed in detail on a cable stayed structure whose deck is in a form of semicircle with a radius of 30.00 m and on a suspension structure as an internal arrangement – both on the same plan. The notice is given to the verification of the equilibrium in the cross section, to finding of an initial state and to static and dynamic analyse. The second part of the work deals with the verification of all findings. A physical model was built up in a scale 1:10 that included the both variants. Performed static and dynamic loading test verified the theoretical results.

Keywords

footbridges, static and dynamic analysis; harmic excitation; concrete; glass fibre concrete; steel fibre concrete; equilibrium in transversal direction; suspesion structure; cable stayed structure

Authors

KOLÁČEK, J.

RIV year

2012

Released

22. 7. 2012

Publisher

KIT Scientific Publishing

Location

Karlsruhe

ISBN

978-3-86644-858-2

Book

Proceedings of the 9th fib International PHD Symposium in Civil Engineering

Edition number

1

Pages from

363

Pages to

368

Pages count

6

BibTex

@inproceedings{BUT93024,
  author="Jan {Koláček}",
  title="Model test of cable supported bridges",
  booktitle="Proceedings of the 9th fib International PHD Symposium in Civil Engineering",
  year="2012",
  number="1",
  pages="363--368",
  publisher="KIT Scientific Publishing",
  address="Karlsruhe",
  isbn="978-3-86644-858-2"
}