Detail publikace

Dynamic response of concrete footbridges

STRÁSKÝ, J. NEČAS, R. KOLÁČEK, J.

Originální název

Dynamic response of concrete footbridges

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

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

Autoři

STRÁSKÝ, J.; NEČAS, R.; KOLÁČEK, J.

Rok RIV

2012

Vydáno

1. 6. 2012

Nakladatel

fib - International Federation for Structural Concrete

Místo

Switzerland

ISSN

1464-4177

Periodikum

Structural Concrete

Ročník

13

Číslo

2

Stát

Spolková republika Německo

Strany od

109

Strany do

118

Strany počet

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"
}