FORCE-DISPLACEMENT BEHAVIOR OF CONCRETE BRIDGE

Experimental testing was conducted on a one-lane test bridge to evaluate force-deformation responses for both abutment and bent jacking. The bridge is a continuous three-span, haunched girder type concrete bridge. Bridge support reactions and displacements were the parameters measured in the experimental testing. Results of the experimental testing were used to test several analytical analysis response prediction models.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339445
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Ramey, G E
• Publication Date: 1983-11

Media Info

• Features: References;
• Pagination: p. 2600-18
• Serial:
  • Journal of Structural Engineering
  • Volume: 109
  • Issue Number: 11
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9445
  • Serial URL: http://ascelibrary.org/loi/jsendh

Subject/Index Terms

• TRT Terms: Analysis; Bents; Bridge abutments; Bridge substructures; Concrete bridges; Concrete construction; Continuous girder bridges; Jacks; Mathematical models; Mineral dislocations; Reinforced concrete; Stresses; Structural analysis
• Uncontrolled Terms: Jacking
• Old TRIS Terms: Response
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00384798
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: May 30 1984 12:00AM