Publication detail

The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading

ŠTRBA, M. KARMAZÍNOVÁ, M. SIMON, P.

Original Title

The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading

English Title

The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading

Type

conference paper

Language

en

Original Abstract

Recently, within the framework of research projects made by our Institute of Metal and Timber Structures in co-operation with company Vladimír Fišer and Technology Agency of the Czech Republic, they were designed and realized several loading tests of some selected details of new steel temporary through truss footbridge, which has 15.0 m span and consists of five 3.0 m length assembly units. The entire idea of these research projects is to develop new type of simply temporary footbridge, which can effectively create or replace a self-supporting way for pedestrians and cyclists in case of some events like reconstructions, building site, floods, etc. It should also be used as a permanent bridge, if needed. This paper brings some information about made experiments and their results, especially in case of cyclic loading.

English abstract

Recently, within the framework of research projects made by our Institute of Metal and Timber Structures in co-operation with company Vladimír Fišer and Technology Agency of the Czech Republic, they were designed and realized several loading tests of some selected details of new steel temporary through truss footbridge, which has 15.0 m span and consists of five 3.0 m length assembly units. The entire idea of these research projects is to develop new type of simply temporary footbridge, which can effectively create or replace a self-supporting way for pedestrians and cyclists in case of some events like reconstructions, building site, floods, etc. It should also be used as a permanent bridge, if needed. This paper brings some information about made experiments and their results, especially in case of cyclic loading.

Keywords

temporary footbridge, steel structure, through truss system, joints, loading tests, tension, compression, cyclic (repeated) loading, actual behaviour, modes of failure, load-carrying capacity

RIV year

2013

Released

08.10.2013

Publisher

WSEAS Press

Location

Antalya, Turkey

ISBN

978-960-474-337-7

Book

Recent Advances in Civil and Mining Engineering - Proceedings of the 4th European Conference of Civil Engineerinng (ECCIE '13)

Edition number

1

Pages from

207

Pages to

210

Pages count

345

Documents

BibTex


@inproceedings{BUT104734,
  author="Michal {Štrba} and Marcela {Karmazínová} and Pavel {Simon}",
  title="The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading",
  annote="Recently, within the framework of research projects made by our Institute of Metal and Timber Structures in co-operation with company Vladimír Fišer and Technology Agency of the Czech Republic, they were designed and realized several loading tests of some selected details of new steel temporary through truss footbridge, which has 15.0 m span and consists of five 3.0 m length assembly units. The entire idea of these research projects is to develop new type of simply temporary footbridge, which can effectively create or replace a self-supporting way for pedestrians and cyclists in case of some events like reconstructions, building site, floods, etc. It should also be used as a permanent bridge, if needed. This paper brings some information about made experiments and their results, especially in case of cyclic loading.",
  address="WSEAS Press",
  booktitle="Recent Advances in Civil and Mining Engineering - Proceedings of the 4th European Conference of Civil Engineerinng (ECCIE '13)",
  chapter="104734",
  howpublished="print",
  institution="WSEAS Press",
  year="2013",
  month="october",
  pages="207--210",
  publisher="WSEAS Press",
  type="conference paper"
}