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STRÁSKÝ, J.; NEČAS, R.; KOLÁČEK, J.
Original Title
Dynamic response of concrete footbridges
English Title
Type
Paper in proceedings (conference paper)
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.
English abstract
Keywords
footbridges; dynamic response; concrete; suspension bridge; cable-stayed bridge; stress ribbon; vertical and horizontal vibrations
Key words in English
Authors
RIV year
2013
Released
20.09.2012
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" }