Publication detail

Dynamic response of concrete footbridges

STRÁSKÝ, J. NEČAS, R. KOLÁČEK, J.

Original Title

Dynamic response of concrete footbridges

Type

conference paper

Language

English

Original Abstract

Experience with the analysis and performance of 15 light concrete footbridges is presented from the point of view of their dynamic response caused by moving people. The footbridges are formed either by a stress ribbon or by a slender deck supported by arches or suspended from pylons. The dynamic response was determined according to a procedure given in a 1998 draft of Eurocode 2: Design of Concrete Structures – Part 2: Concrete Bridges. Thirteen footbridges have been built and so far no complaints on their dynamic behaviour have been recorded.

Keywords

footbridges; dynamic response; concrete; suspension bridge; cable-stayed bridge; stress ribbon; vertical and horizontal vibrations

Authors

STRÁSKÝ, J.; NEČAS, R.; KOLÁČEK, J.

RIV year

2012

Released

20. 9. 2012

Publisher

Technische Universität Wien

Location

Vídeň, Rakousko

ISBN

978-3-902749-03-1

Book

Third International Workshop - Design of concrete structures using EUROCODES

Pages from

155

Pages to

162

Pages count

8

BibTex

@inproceedings{BUT94136,
  author="Jiří {Stráský} and Radim {Nečas} and Jan {Koláček}",
  title="Dynamic response of concrete footbridges",
  booktitle="Third International Workshop - Design of concrete structures using EUROCODES",
  year="2012",
  pages="155--162",
  publisher="Technische Universität Wien",
  address="Vídeň, Rakousko",
  isbn="978-3-902749-03-1"
}