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ŠTRBA, M. KARMAZÍNOVÁ, M. SIMON, P.
Originální název
Loading tests of selected details of temporary modular steel truss footbridge for pedestrians and cyclists
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
In the recent period several research projects focused on design, developing and full-scale testing of steel temporary bridges were realized on the authors workplace, Institute of Metal and Timber Structures, especially in cooperation with AdMaS Research Centre, Vladimír Fišer company and Technology Agency of the Czech Republic. As one of the examples it can be mentioned the realization of the full-scale testing of temporary railway bridge of 18.0 m span, which belongs to so called ŽBM 30 system (developed and designed as an army temporary bridge with welded web-plate main girders). However, this paper brings some information about performed loading tests in case of developing of new type of temporary steel truss footbridge for pedestrian and cyclists usable for span up to 36.0 m.
Klíčová slova
steel structure, temporary bridge, truss bridge, footbridge, joints, pins, loading tests, repeated loading, modes of failure, actual behaviour
Autoři
ŠTRBA, M.; KARMAZÍNOVÁ, M.; SIMON, P.
Rok RIV
2014
Vydáno
22. 11. 2014
Nakladatel
WSEAS Press
Místo
Florence, Italy
ISBN
978-960-474-403-9
Kniha
Recent Advances in Civil Engineering and Mechanics
Číslo edice
1
ISSN
2227-4588
Periodikum
Advances in Mathematical and Computational Methods
Ročník
Číslo
36
Stát
Řecká republika
Strany od
244
Strany do
247
Strany počet
4
BibTex
@inproceedings{BUT111244, author="Michal {Štrba} and Marcela {Karmazínová} and Pavel {Simon}", title="Loading tests of selected details of temporary modular steel truss footbridge for pedestrians and cyclists", booktitle="Recent Advances in Civil Engineering and Mechanics", year="2014", journal="Advances in Mathematical and Computational Methods", volume="2014", number="36", pages="244--247", publisher="WSEAS Press", address="Florence, Italy", isbn="978-960-474-403-9", issn="2227-4588" }