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  • At present existing bridges are mostly verified using simplified deterministic procedures. Application of the partial factors recommended for structural design often yields conservative results and may lead to expensive repairs. More realistic verification of actual performance can be achieved by the design value method in accordance with EN 1990 and ISO 2394. The present study intends to clarify applications of this method in verifications of existing reinforced concrete bridges. A numerical example supplements general procedures and illustrates how the design values and partial factors can be derived for different target reliability levels and remaining working lives of bridges.
  • At present existing bridges are mostly verified using simplified deterministic procedures. Application of the partial factors recommended for structural design often yields conservative results and may lead to expensive repairs. More realistic verification of actual performance can be achieved by the design value method in accordance with EN 1990 and ISO 2394. The present study intends to clarify applications of this method in verifications of existing reinforced concrete bridges. A numerical example supplements general procedures and illustrates how the design values and partial factors can be derived for different target reliability levels and remaining working lives of bridges. (en)
Title
  • Load Capacity Assessment of Existing Bridges Using the Design Value Method
  • Load Capacity Assessment of Existing Bridges Using the Design Value Method (en)
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  • Load Capacity Assessment of Existing Bridges Using the Design Value Method
  • Load Capacity Assessment of Existing Bridges Using the Design Value Method (en)
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  • RIV/68407700:21610/12:00194484!RIV13-MV0-21610___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(VG20122015089)
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http://linked.open...aciTvurceVysledku
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  • 147277
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  • RIV/68407700:21610/12:00194484
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  • load capacity; existing bridges; reinforced concrete; design value method (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [5389569143F0]
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Holický, Milan
  • Sýkora, Miroslav
  • Jung, Karel
http://localhost/t...ganizacniJednotka
  • 21610
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