Design of Experimental Suspended Footbridge with Deck Made of UHPC

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F16%3A00303798" target="_blank" >RIV/68407700:21610/16:00303798 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21110/16:00303798
Result on the web
<a href="http://dx.doi.org/10.1051/matecconf/20167708005" target="_blank" >http://dx.doi.org/10.1051/matecconf/20167708005</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1051/matecconf/20167708005" target="_blank" >10.1051/matecconf/20167708005</a>

Result language
angličtina
Original language name
Design of Experimental Suspended Footbridge with Deck Made of UHPC
Original language description
This paper deals with the static and dynamic design of experimental footbridge for pedestrians and cyclists in the municipality Lužec nad Vltavou in Czech Republic, Europe. This work aims to familiarize the reader with calculations carried out and the results obtained, describing the static and dynamic properties of proposed footbridge. The construction of footbridge is designed as a suspended structure with prestressed bridge deck consisting of prefabricated UHPC panels and reversed "V" shaped steel pylon with height of approximately 40 meters. The deck is anchored using 24 steel hangers in one row in a steel pylon - 17 ropes in the main span and 7 cables on the other side. Range of the main span is 99.18 meters and the secondary span is 31.9 m. Deck width is 4.5 meters with 3.0 meters passing space. The bridge is designed for the possibility of passage of vehicles weighting up to 3.5 tons. Deck panels are made of UHPC with reinforcement. At the edge of the bridge on the side of the shorter span the bridge deck is firmly connected with abutment and on the other deck it is stored using a pair of sliding bearings. The utilization of the excellent properties of UHPC allows to design a very thin and lightweight construction of the deck, which could not be achieved with the use of normal concrete.
Czech name
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Czech description
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Project
<a href="/en/project/GA15-22670S" target="_blank" >GA15-22670S: Experimental and numerical analysis of bond behaviour between steel reinforcement and Ultra High Performance Concrete (UHPC)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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