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Composite Truss Bridges: new trends, design and research

Author(s):

Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 3, v. 4
Page(s): 176-182
DOI: 10.1002/stco.201110024
Abstract:

Developments and new trends in composite truss bridges are reviewed, and recent designs are presented for road and railway bridges. The structural scheme may range from a continuous truss girder to a cable-stayed bridge with a double deck for both road and rail traffic.
Composite decks with 3D tubular triangular trusses for road bridges are discussed; design issues are outlined and some results for the elastoplastic redistribution of internal forces at ULS, based on recent numerical and experimental research studies, are presented.
Recent designs of skew semi-through composite trusses, for High Speed Railway, are reported in what concerns the dynamic behaviour under traffic loading and the stability of the compressed chord. The Base Case Design of a cable-stayed bridge, 540 m long main span, with a double composite truss deck, for the new railroad crossing of the Tagus River in Lisbon, is discussed.

Keywords:
composite deck 3D tubular triangular truss deck semi-through truss deck composite cable-stayed bridge double deck composite trusses bending moment redistribution
Available from: Refer to publisher
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.201110024.
  • About this
    data sheet
  • Reference-ID
    10065865
  • Published on:
    06/10/2011
  • Last updated on:
    13/08/2014
 
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