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Description
  • Trussed frameworks subjected to wind loads have routinely been used in structural engineering applications for more than a century. Nevertheless, the state of knowledge concerning the effects of wind on this type of structure is still imperfect. This article compares the drag coefficients for single trusses composed of round-section members. The results obtained through CFD analysis by ANSYS Flotran programme are being compared with both the valid design code and experimental data.
  • Trussed frameworks subjected to wind loads have routinely been used in structural engineering applications for more than a century. Nevertheless, the state of knowledge concerning the effects of wind on this type of structure is still imperfect. This article compares the drag coefficients for single trusses composed of round-section members. The results obtained through CFD analysis by ANSYS Flotran programme are being compared with both the valid design code and experimental data. (en)
  • Trussed frameworks subjected to wind loads have routinely been used in structural engineering applications for more than a century. Nevertheless, the state of knowledge concerning the effects of wind on this type of structure is still imperfect. This article compares the drag coefficients for single trusses composed of round-section members. The results obtained through CFD analysis by ANSYS Flotran programme are being compared with both the valid design code and experimental data. (cs)
Title
  • Trussed frameworks subjected to wind loads have routinely been used in structural engineering applications for more than a century. Nevertheless, the state of knowledge concerning the effects of wind on this type of structure is still imperfect. This art (cs)
  • Wind load of single trusses and girders composed of roud-section members
  • Wind load of single trusses and girders composed of roud-section members (en)
skos:prefLabel
  • Trussed frameworks subjected to wind loads have routinely been used in structural engineering applications for more than a century. Nevertheless, the state of knowledge concerning the effects of wind on this type of structure is still imperfect. This art (cs)
  • Wind load of single trusses and girders composed of roud-section members
  • Wind load of single trusses and girders composed of roud-section members (en)
skos:notation
  • RIV/00216305:26110/03:PU41958!RIV08-GA0-26110___
http://linked.open.../vavai/riv/strany
  • 265-268
http://linked.open...avai/riv/aktivita
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  • P(GA103/03/0233), Z(MSM 261100009)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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  • 635548
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  • RIV/00216305:26110/03:PU41958
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  • Wind load of single trusses and girders composed of roud-section members (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [979C690177F7]
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  • Quality and reliability in building industry
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http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kala, Jiří
http://linked.open...vavai/riv/typAkce
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number of pages
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  • Neuveden
https://schema.org/isbn
  • 80-7099-746-X
http://localhost/t...ganizacniJednotka
  • 26110
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