DYNAMIC LOAD DISTRIBUTION IN CONTINUOUS I-BEAM HIGHWAY BRIDGES

THE LOAD DISTRIBUTION TO THE LONGITUDINAL I-BEAMS IS BEING MEASURED WITH STRAIN GAGES FOR THE OUTER AND INNER SPANS AND AT THE INTERIOR SUPPORTS FOR TWO TYPES OF CONTINUOUS FOUR-SPAN HIGHWAY BRIDGES. ALUMINUM AND STEEL STRINGER BRIDGES ARE BEING USED. THE LOAD DISTRIBUTION WAS DETERMINED FOR STATIC AND MOVING LOADS AND INDICATES THE EFFECT OF DYNAMIC LOADING ON LATERAL LOAD DISTRIBUTION. THE EFFECTIVE COMPOSITE SECTIONS WERE DETERMINED EXPERIMENTALLY FOR NEGATIVE AND POSITIVE MOMENT. FROM THE RESULTS OF THE LOAD DISTRIBUTION DATA, INFLUENCE LINES ARE PRESENTED FOR THE LATERAL DISTRIBUTION OF LOADS AND A COMPARISON IS MADE WITH THE AASHO SPECIFICATIONS. THE EFFECTIVE COMPOSITE SECTION OF THE LONGITUDINAL STRINGERS, WHICH WAS REQUIRED FOR THE LOAD DISTRIBUTION STUDY, IS SHOWN AND INDICATES THAT THE DISTRIBUTION AND AMOUNT OF COMPOSITE ACTION VARY FROM THAT ALLOWED BY THE AASHO SPECIFICATIONS.

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  • Supplemental Notes:
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  • Authors:
    • Linger, D A
    • Hulsbos, C L
  • Publication Date: 1963

Media Info

  • Media Type: Digital/other
  • Features: Figures; References;
  • Pagination: pp 47-69
  • Monograph Title: Bridge design, analysis and costs
  • Serial:

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Filing Info

  • Accession Number: 00207694
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Oct 28 1994 12:00AM