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STRÁSKÝ, J.; NEČAS, R.; KOLÁČEK, J.
Original Title
Dynamic response of concrete footbridges
English Title
Type
Peer-reviewed article not indexed in WoS or Scopus
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
01.06.2012
Publisher
fib - International Federation for Structural Concrete
Location
Switzerland
ISBN
1464-4177
Periodical
Structural Concrete
Volume
13
Number
2
State
Federal Republic of Germany
Pages from
109
Pages to
118
Pages count
10
BibTex
@article{BUT92556, author="Jiří {Stráský} and Radim {Nečas} and Jan {Koláček}", title="Dynamic response of concrete footbridges", journal="Structural Concrete", year="2012", volume="13", number="2", pages="109--118", issn="1464-4177" }