Transverse Seismic Design of Bridges with Longitudinal Keyway Joints

This research evaluated the seismic behavior of bridges with longitudinal joints. The experimental portion of the work consisted of ten full scale sub-assembly tests modelled after a typical as-built keyway joint. The joint was tested under pure shear to determine the joint shear-slip response and associated limit states (grout cracking, embedded rebar yielding/rupture, and girder cover concrete cracking). The analytical portion consisted of developing inelastic shear springs between girders using the response from the experiments and implementing springs into superstructure models to determine global response. In addition, moment curvature analysis was done to develop equations for nominal yield curvature of bridge superstructures. An alternative keyway connection was proposed to improve performance at the service limit state.

  • Record URL:
  • Corporate Authors:

    Alaska Department of Transportation and Public Facilities

    Research, Development, and Technology Transfer
    Juneau, AK  United States  99811

    North Carolina State University, Raleigh

    Dept. of Civil, Construction, and Environmental Engineering
    Raleigh, NC  United States  27695-7908
  • Authors:
    • Price, Christopher W
    • Kowalsky, Mervyn J
    • Nau, James M
    • Seracino, Rudolf
  • Publication Date: 2019-5-24

Language

  • English

Media Info

  • Media Type: Digital/other
  • Edition: Final Report
  • Features: Appendices; Figures; References; Tables;
  • Pagination: 308p

Subject/Index Terms

Filing Info

  • Accession Number: 01712471
  • Record Type: Publication
  • Report/Paper Numbers: State Project Numbers HFHWY00038, Federal project numbers 4000(161)
  • Files: TRIS, ATRI, STATEDOT
  • Created Date: Jul 25 2019 9:44AM