Detail publikačního výsledku

Loading tests of selected details of temporary modular steel truss footbridge for pedestrians and cyclists

ŠTRBA, M.; KARMAZÍNOVÁ, M.; SIMON, P.

Originální název

Loading tests of selected details of temporary modular steel truss footbridge for pedestrians and cyclists

Anglický název

Loading tests of selected details of temporary modular steel truss footbridge for pedestrians and cyclists

Druh

Stať ve sborníku v databázi WoS či Scopus

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.

Anglický 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

Klíčová slova v angličtině

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.

Vydáno

22.11.2014

Nakladatel

WSEAS Press

Místo

Florence, Italy

ISBN

978-960-474-403-9

Kniha

Recent Advances in Civil Engineering and Mechanics

ISSN

2227-4588

Periodikum

Advances in Mathematical and Computational Methods

Svazek

2014

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"
}