Publication detail
The development and testing of a new type of the temporary steel truss footbridge with closed cross-section
ŠTRBA, M. KARMAZÍNOVÁ, M.
Original Title
The development and testing of a new type of the temporary steel truss footbridge with closed cross-section
English Title
The development and testing of a new type of the temporary steel truss footbridge with closed cross-section
Type
journal article in Scopus
Language
en
Original Abstract
In this paper there is some particular information about the development of a new sort of a temporary modular steel footbridge for pedestrians and cyclist, which was designed as a truss system with the deck below the supports and with the closed cross-section. Actually, this development was connected to the research project, which was one of the several ones from the recent period, where they all were focused on temporary steel footbridges design, developing and testing (including full-scale testing) and which were realized on our workplace in cooperation with research centres and companies. In this case the new footbridge has a span 18 - 36 m and it is divided into 3.0 m long assembly units. They were selected some its details for the loading tests and finally it was performed also a test of the prototype. Therefore, this paper brings the results of those experiments as well as some particular conclusions.
English abstract
In this paper there is some particular information about the development of a new sort of a temporary modular steel footbridge for pedestrians and cyclist, which was designed as a truss system with the deck below the supports and with the closed cross-section. Actually, this development was connected to the research project, which was one of the several ones from the recent period, where they all were focused on temporary steel footbridges design, developing and testing (including full-scale testing) and which were realized on our workplace in cooperation with research centres and companies. In this case the new footbridge has a span 18 - 36 m and it is divided into 3.0 m long assembly units. They were selected some its details for the loading tests and finally it was performed also a test of the prototype. Therefore, this paper brings the results of those experiments as well as some particular conclusions.
Keywords
loading tests, pin connections, repeated loading, steel footbridge, temporary footbridge, truss system
RIV year
2015
Released
01.04.2015
Publisher
North Atlantic University Union
Location
U.S.A.
ISBN
1998-4448
Periodical
International Journal of Mechanics
Year of study
9
Number
1
State
US
Pages from
173
Pages to
180
Pages count
8
Documents
BibTex
@article{BUT114060,
author="Michal {Štrba} and Marcela {Karmazínová}",
title="The development and testing of a new type of the temporary steel truss footbridge with closed cross-section",
annote="In this paper there is some particular information about the development of a new sort of a temporary modular steel footbridge for pedestrians and cyclist, which was designed as a truss system with the deck below the supports and with the closed cross-section. Actually, this development was connected to the research project, which was one of the several ones from the recent period, where they all were focused on temporary steel footbridges design, developing and testing (including full-scale testing) and which were realized on our workplace in cooperation with research centres and companies. In this case the new footbridge has a span 18 - 36 m and it is divided into 3.0 m long assembly units. They were selected some its details for the loading tests and finally it was performed also a test of the prototype. Therefore, this paper brings the results of those experiments as well as some particular conclusions.",
address="North Atlantic University Union",
chapter="114060",
institution="North Atlantic University Union",
number="1",
volume="9",
year="2015",
month="april",
pages="173--180",
publisher="North Atlantic University Union",
type="journal article in Scopus"
}