Detail publikace

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

ŠTRBA, M. KARMAZÍNOVÁ, M. SIMON, P.

Originální název

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

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

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

Autoři

ŠTRBA, M.; KARMAZÍNOVÁ, M.; SIMON, P.

Rok RIV

2013

Vydáno

8. 10. 2013

Nakladatel

WSEAS Press

Místo

Antalya, Turkey

ISBN

978-960-474-337-7

Kniha

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

Číslo edice

1

ISSN

2227-4588

Periodikum

Advances in Mathematical and Computational Methods

Ročník

2013

Stát

Řecká republika

Strany od

207

Strany do

210

Strany počet

345

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",
  booktitle="Recent Advances in Civil and Mining Engineering - Proceedings of the 4th European Conference of Civil Engineerinng (ECCIE '13)",
  year="2013",
  journal="Advances in Mathematical and Computational Methods",
  volume="2013",
  number="1",
  pages="207--210",
  publisher="WSEAS Press",
  address="Antalya, Turkey",
  isbn="978-960-474-337-7",
  issn="2227-4588"
}