STRUCTURAL BEHAVIOR OF A CURVED TWO SPAN REINFORCED CONCRETE BOX GIRDER BRIDGE MODEL. VOLUME II. REDUCTION, ANALYSIS AND INTERPRETATION OF RESULTS

This is the second 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 of Experimental and Analytical Results. In the present volume of a detailed presentation of the reduction, analysis and interpretaion of the experimental and theoretical results obtained in testing a large scale, horizontally curved, two span, four cell, reinforced concrete box girder bridge model is given. The various computer programs used in obtaining theoretical results are described and compared. The methods and computer programs used for reduction of experimental data are also presented.

  • Supplemental Notes:
    • Prepared in cooperation with California State Business and Transportation Agency, Sacramento. See also Volume 1, PB-242 523, and Volume 3, PB-242 525. 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  United States  94720

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590

    California Business and Transportation Agency

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

Media Info

  • Pagination: 339 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00091580
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: UCSESM-74-6 Final Rpt.
  • Files: NTIS, TRIS, USDOT
  • Created Date: Aug 13 1975 12:00AM