ANALYTICAL STUDIES OF A CABLE STAYED GIRDER BRIDGE

THE PAPER DEALS WITH THE LINEAR AND NONLINEAR BEHAVIOR OF A CABLE STAYED GIRDER BRIDGE SUBJECTED TO STATIC AND DYNAMIC CONDITIONS OF LOAD. PARTICULAR REFERENCE IS GIVEN TO A BRIDGE DESIGNED BY THE DIVISION OF BAY TOLL CROSSINGS FOR THE SOUTHERN CROSSING OF SAN FRANCISCO BAY, CALIFORNIA. THE LOADS AND DISPLACEMENTS CONSIDERED ARE SYMMETRICAL TO A VERTICAL PLANE WHICH INCLUDES THE CENTRAL LONGITUDINAL AXIS OF THE ROADWAY GIRDER. THE ORIENTATIONS OF THE CABLES AND OF THE DIAMOND-SHAPED TOWERS ARE IN THREE DIMENSIONAL SPACE AND ARE TAKEN INTO ACCOUNT. /DOT/

  • Corporate Authors:

    Pergamon Press, Incorporated

    Maxwell House, Fairview Park
    Elmsford, NY  United States  10523
  • Authors:
    • Baron, F
    • Lien, S Y
  • Publication Date: 1973-5

Media Info

  • Pagination: p. 443-65
  • Serial:
    • Volume: 3
    • Issue Number: 3

Subject/Index Terms

Filing Info

  • Accession Number: 00209922
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Aug 5 1973 12:00AM