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The Pentele Danube-bridge in Dunaújváros, Hungary Design, Research and Construction

Author(s):
Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 3, v. 4
Page(s): 150-160
DOI: 10.1002/stco.201110020
Abstract:

The main part of the bridge is a basket handle type tied-arch bridge. The geometrical size, structural solutions and erection method of the bridge required preliminary research and advanced design methodology. This paper gives a general outline about the construction of the steel structure of the arch bridge and emphasizes some of the design aspects.

Keywords:
seismic design wind tunnel test design and construction basket handle type tied arch floating plate stability shell-element submodels arch stability aerodynamic excitation
Available from: Refer to publisher

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Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/stco.201110020.
  • About this
    data sheet
  • Reference-ID
    10065860
  • Published on:
    06/10/2011
  • Last updated on:
    13/08/2014
 
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