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Description
  • The paper deals with the design of steel structure of the temporary footbridge, intended especially for the usage in the construction site for pedestrian and bicycle traffic. In the period of last two years, on the author workplace, in the co-operation with the mounting company, the new type of steel footbridge is being developed. Within this development the attention is, among others, paid to the structural design, in particular to the harmonization of static solution and structural detailing, to achieve the efficient design. In the course of solving this problem, two types of the footbridge are being developed in parallel. Both footbridges are composed as the structures with a lower deck, truss main girders and bracings; the first structure (short footbridge) with a small self weight may have the span up to 18 m; the second structure (long footbridge) with a normal self weight may have the span up to 36 m. The paper is focused on the brief description of structural composition and parameters of the
  • The paper deals with the design of steel structure of the temporary footbridge, intended especially for the usage in the construction site for pedestrian and bicycle traffic. In the period of last two years, on the author workplace, in the co-operation with the mounting company, the new type of steel footbridge is being developed. Within this development the attention is, among others, paid to the structural design, in particular to the harmonization of static solution and structural detailing, to achieve the efficient design. In the course of solving this problem, two types of the footbridge are being developed in parallel. Both footbridges are composed as the structures with a lower deck, truss main girders and bracings; the first structure (short footbridge) with a small self weight may have the span up to 18 m; the second structure (long footbridge) with a normal self weight may have the span up to 36 m. The paper is focused on the brief description of structural composition and parameters of the (en)
Title
  • Structural Design of Newly Developed Temporary Footbridge
  • Structural Design of Newly Developed Temporary Footbridge (en)
skos:prefLabel
  • Structural Design of Newly Developed Temporary Footbridge
  • Structural Design of Newly Developed Temporary Footbridge (en)
skos:notation
  • RIV/00216305:26110/13:PU105367!RIV14-TA0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(TA01030849), P(TA02030318)
http://linked.open...iv/cisloPeriodika
  • 405-408
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 108350
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/13:PU105367
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Structural design, development, temporary footbridge, structural system, truss main girder, upper chord, lower chord, footbridge deck, wind bracing, transverse frame, assembly joint. (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • CH - Švýcarská konfederace
http://linked.open...ontrolniKodProRIV
  • [8C3785290BA5]
http://linked.open...i/riv/nazevZdroje
  • Applied Mechanics and Materials
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...v/svazekPeriodika
  • 2013
http://linked.open...iv/tvurceVysledku
  • Karmazínová, Marcela
issn
  • 1660-9336
number of pages
http://bibframe.org/vocab/doi
  • 10.4028/www.scientific.net/AMM.405-408.1623
http://localhost/t...ganizacniJednotka
  • 26110
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