Detail publikace

Bridge progressively cast span-by-span using stationary or movable scaffolding

Originální název

Bridge progressively cast span-by-span using stationary or movable scaffolding

Anglický název

Bridge progressively cast span-by-span using stationary or movable scaffolding

Jazyk

en

Originální abstrakt

This contribution deals with the theoretical extracts of Eurocode at the verification of the bridge structure during the process of construction. The structure was verified for the serviceability limit states and ultimate limit states. The theoretical extracts will be presented together with the calculation example.

Anglický abstrakt

This contribution deals with the theoretical extracts of Eurocode at the verification of the bridge structure during the process of construction. The structure was verified for the serviceability limit states and ultimate limit states. The theoretical extracts will be presented together with the calculation example.

BibTex


@inproceedings{BUT73238,
  author="Radim {Nečas} and Jan {Koláček} and Jiří {Stráský}",
  title="Bridge progressively cast span-by-span using stationary or movable scaffolding",
  annote="This contribution deals with the theoretical extracts of Eurocode at the verification of the bridge structure during the process of construction. The structure was verified for the serviceability limit states and ultimate limit states. The theoretical extracts will be presented together with the calculation example.",
  address="Slovak university of technology in Bratislava",
  booktitle="Second international worshop - Design of concrete structures and bridges using eurocodes",
  chapter="73238",
  howpublished="print",
  institution="Slovak university of technology in Bratislava",
  year="2011",
  month="september",
  pages="243--250",
  publisher="Slovak university of technology in Bratislava",
  type="conference paper"
}