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VELEŠÍK, M.; STRÁSKÝ, J.; NEČAS, R.; ŠOPÍK, L.
Originální název
Experimental analysis of joints in slender footbridges from precast segments
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
Slender concrete structures are often assembled from precast segments with concrete joints. Proper functioning of the joints, which are a source of discontinuity in prefabricated structures, is crucial in terms of the overall structure's serviceable life. They are typically cast between segments faces with formwork keys around their perimeter. This contribution compares the results from several numerical analyses of the joints with results obtained from experimental measurements. The analysis results were used in the design of stress ribbon footbridge recently constructed in Tyresta National Park in Sweden.
Anglický abstrakt
Klíčová slova
suspension structures, stress ribbon structures, precast segments, joints
Klíčová slova v angličtině
Autoři
Rok RIV
2025
Vydáno
01.04.2024
Nakladatel
Trans Tech Publications Ltd
Místo
Switzerland
Kniha
29th Concrete Days Innovative Approaches in Bridge Engineering
ISSN
1662-0356
Periodikum
Advances in Science and Technology
Svazek
147
Stát
Švýcarská konfederace
Strany od
41
Strany do
48
Strany počet
8
URL
https://doi.org/10.4028/p-qn6MBp
BibTex
@inproceedings{BUT185253, author="Marek {Velešík} and Jiří {Stráský} and Radim {Nečas} and Leonard {Šopík}", title="Experimental analysis of joints in slender footbridges from precast segments", booktitle="29th Concrete Days Innovative Approaches in Bridge Engineering", year="2024", journal="Advances in Science and Technology", volume="147", pages="41--48", publisher="Trans Tech Publications Ltd", address="Switzerland", doi="10.4028/p-qn6MBp", issn="1662-0356", url="https://doi.org/10.4028/p-qn6MBp" }