About: The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading     Goto   Sponge   NotDistinct   Permalink

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  • 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.
  • 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. (en)
Title
  • The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading
  • The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading (en)
skos:prefLabel
  • The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading
  • The testing methodology of new developed steel temporary truss footbridge details in case of cyclic loading (en)
skos:notation
  • RIV/00216305:26110/13:PU107197!RIV14-TA0-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(ED2.1.00/03.0097), P(TA01030849)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
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  • 110616
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/13:PU107197
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • temporary footbridge, steel structure, through truss system, joints, loading tests, tension, compression, cyclic (repeated) loading, actual behaviour, modes of failure, load-carrying capacity (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [31B0A8D3E768]
http://linked.open...v/mistoKonaniAkce
  • Antalya
http://linked.open...i/riv/mistoVydani
  • Antalya, Turkey
http://linked.open...i/riv/nazevZdroje
  • Recent Advances in Civil and Mining Engineering - Proceedings of the 4th European Conference of Civil Engineerinng (ECCIE '13)
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Karmazínová, Marcela
  • Simon, Pavel
  • Štrba, Michal
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • WSEAS Press
https://schema.org/isbn
  • 978-960-474-337-7
http://localhost/t...ganizacniJednotka
  • 26110
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