A series of scale model studies of simple span torsionally open and quasi-closed have been undertaken to examine the effects of representative construction loadings on the overall stability and deformations of single and interconnected box girder bridges. In addition, the forces in various types of bracing located within and between trapezoidal box girders have been measured. The models had scales of 1/20 and 1/4, and are considered representative of typical prototype bridge systems. A review of various types of construction loadings is given for design use. The model studies indicate that nominal bracing within and between trapezoidal box girders is essential if the sectional shape and member alignment are to be maintained during construction. Bracing configurations for the construction stage are discussed. 17 refs

  • Supplemental Notes:
    • From the Papers of the Sixth Canadian Structural Engineering Conference, Toronto, March 13-14, 1978.
  • Corporate Authors:

    Canadian Steel Industries Construction Council

    201 Consumers Road, Suite 300
    Willowdale, ONo M2J 4G8,   Canada 
  • Authors:
    • Green, R
  • Publication Date: 1978

Media Info

  • Pagination: 72 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00188897
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Files: TRIS
  • Created Date: Mar 28 1979 12:00AM