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ŠTRBA, M. KARMAZÍNOVÁ, M. SIMON, P.
Original Title
Loading tests of selected details of temporary modular steel truss footbridge for pedestrians and cyclists
Type
conference paper
Language
English
Original Abstract
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.
Keywords
steel structure, temporary bridge, truss bridge, footbridge, joints, pins, loading tests, repeated loading, modes of failure, actual behaviour
Authors
ŠTRBA, M.; KARMAZÍNOVÁ, M.; SIMON, P.
RIV year
2014
Released
22. 11. 2014
Publisher
WSEAS Press
Location
Florence, Italy
ISBN
978-960-474-403-9
Book
Recent Advances in Civil Engineering and Mechanics
Edition number
1
2227-4588
Periodical
Advances in Mathematical and Computational Methods
Year of study
Number
36
State
Hellenic Republic
Pages from
244
Pages to
247
Pages count
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" }