Detail publikace

Experimental analysis of joints in slender footbridges from precast segments

VELEŠÍK, M. STRÁSKÝ, J. NEČAS, R. ŠOPÍK, L.

Originální název

Experimental analysis of joints in slender footbridges from precast segments

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

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.

Klíčová slova

suspension structures, stress ribbon structures, precast segments, joints

Autoři

VELEŠÍK, M.; STRÁSKÝ, J.; NEČAS, R.; ŠOPÍK, L.

Vydáno

1. 4. 2024

Nakladatel

Trans Tech Publications Ltd

Místo

Switzerland

ISSN

1662-0356

Periodikum

Advances in Science and Technology

Ročník

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"
}