ON THE CONTINUOUS COMPOSITE GIRDER

A MARKED INCREASE IN MOTOR TRAFFIC IN POSTWAR JAPAN HAS MADE CONSTRUCTION AND IMPROVEMENT OF ROADS AN URGENT NECESSITY. IN THE COST OF CONSTRUCTING A ROAD, THE STRUCTURES, SUCH AS BRIDGES AND TUNNELS, CONSTITUTE A LARGE SEGMENT AND WAYS OF CONSTRUCTING THEM MORE ECONOMICALLY ARE AN IMPORTANT CONSIDERATION IMPOSED ON THE ENGINEERS. COMPOSITE BRIDGE CONSTRUCTION, DEVELOPED RAPIDLY IN THE POSTWAR ERA, HAS MADE A REMARKABLE CONTRIBUTION TO THE PROBLEM OF ECONOMICAL DESIGN. ABOSHI BRIDGE, THE FIRST EXAMPLE OF THE CONTINUOUS COMPOSITE GIRDER BRIDGE IN JAPAN, IS OF THREE-SPAN (3 AT 32M) DESIGN, IN WHICH, COMPARED WITH A NONCOMPOSITE CONTINUOUS GIRDER, THE WEIGHT OF STEEL USED AND THE CONSTRUCTION COST WERE REDUCED BY 14 AND 10 PERCENT RESPECTIVELY. FOLLOWING THIS PIONEER WORK, A NUMBER OF CONTINUOUS COMPOSITE GIRDER BRIDGES HAVE BEEN CONSTRUCTED IN JAPAN. THIS PAPER DESCRIBES THE DESIGN, ERECTION, AND VARIOUS FIELD TESTS OF THE ABOSHI BRIDGE. /AUTHOR/

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  • Authors:
    • Iwamoto, K
  • Conference:
  • Publication Date: 1962

Media Info

  • Media Type: Digital/other
  • Features: Figures; Tables;
  • Pagination: pp 80-90
  • Monograph Title: Bridge deck design and loading studies
  • Serial:

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Filing Info

  • Accession Number: 00208499
  • Record Type: Publication
  • Files: TRIS, TRB, ATRI
  • Created Date: Aug 5 1994 12:00AM