Publication detail

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

ŠTRBA, M. KARMAZÍNOVÁ, M. SIMON, P.

Original Title

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

English Title

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

Type

conference paper

Language

en

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.

English 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

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

Pages from

244

Pages to

247

Pages count

4

Documents

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",
  annote="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.",
  address="WSEAS Press",
  booktitle="Recent Advances in Civil Engineering and Mechanics",
  chapter="111244",
  howpublished="print",
  institution="WSEAS Press",
  number="36",
  year="2014",
  month="november",
  pages="244--247",
  publisher="WSEAS Press",
  type="conference paper"
}