STRUCTURAL BEHAVIOR OF A CURVED TWO SPAN REINFORCED CONCRETE BOX GIRDER BRIDGE MODEL. VOLUME III. DETAILED TABLES OF EXPERIMENTAL AND ANALYTICAL RESULTS

This is the third of a three volume sequence as follows: Vol. 1 - Design, Construction, Instrumentation and Loading; Vol. 2 - Reduction, Analysis and Interpretation of Results; and Vol. 3 - Detailed Tables and Experimental and Analytical Results. In the present volume detailed tables of experimental and analytical results obtained in testing a large scale, horizontally curved, two span, four cell, reinforced concrete box girder bridge model are presented. Results in terms of reactions, deflections, strains and moments are given. The responses of the bridge to point loads, conditioning loads and truck loadings all at working stress levels are tabulated. In addition, tabulated results are given for conditioning loads at overstress levels and for point loads after conditioning overloads.

  • Supplemental Notes:
    • Prepared in cooperation with California State Business and Transportation Agency, Sacramento. See also Volume 2, PB-242 524. Paper copy also available in set of 3 reports as PB-242 522-SET, PC$24.00.
  • Corporate Authors:

    University of California, Berkeley

    Division of Structural Engineering and Structural Mechanics
    Berkeley, CA  USA  94720

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  USA  20590

    California Business and Transportation Agency

    1120 N Street
    Sacramento, CA  USA  95814
  • Authors:
    • Scordelis, A C
    • BOUWKAMP, J G
    • Larsen, P K
  • Publication Date: 1974-9

Media Info

  • Pagination: 452 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00091581
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: UCSESM-74-7 Final Rpt.
  • Files: NTIS, TRIS, USDOT
  • Created Date: Aug 13 1975 12:00AM