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KOLÁČEK, J.; NEČAS, R.; STRÁSKÝ, J.
Original Title
Curved cable stayed and suspension pedestrian bridges
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
Curved cable stayed and suspension bridges are studied in the terms of the architectural and structural solution, and static and dynamic behaviour. The function of these structures is being verified on a static model built in the scale 1:10. The studied structures are formed by curved concrete bands that are stiffened by steel pipes on their inner edges. The bridges of the span of 60 m are in a plan curvature that in pathways axis have a radius of 32 m. Both the concrete band and the steel pipes are fixed into the anchor blocks. The external cables that are situated in the handrail pipe balance the dead load torsional moment. The paper will describe the studied structures, results of the analysis and the model testing.
English abstract
Keywords
footbridge; aesthetic; dynamic; structural concepts; planning; new materials; lateral vibration; response; damping
Key words in English
Authors
RIV year
2012
Released
06.07.2011
Publisher
Dolnoslaskie wydawnictwo edukuacyjne
Location
Wroclaw, Poland
ISBN
978-83-7125-205-1
Book
Footbridge 2011, Attractive structures at reasonable costs
Edition
2011
Pages from
741
Pages to
748
Pages count
8
BibTex
@inproceedings{BUT72525, author="Jan {Koláček} and Radim {Nečas} and Jiří {Stráský}", title="Curved cable stayed and suspension pedestrian bridges", booktitle="Footbridge 2011, Attractive structures at reasonable costs", year="2011", series="2011", number="1", pages="741--748", publisher="Dolnoslaskie wydawnictwo edukuacyjne", address="Wroclaw, Poland", isbn="978-83-7125-205-1" }