U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000


Skip to content
Facebook iconYouTube iconTwitter iconFlickr iconLinkedInInstagram

FHWA Home / Highways for LIFE / Technology Partnerships / Bridge Technology / Precast Bent System for High Seismic Regions: Laboratory Tests of Column-to-Drilled Shaft Socket Connections

Precast Bent System for High Seismic Regions: Laboratory Tests of Column-to-Drilled Shaft Socket Connections

REFERENCES

  1. Matsumoto, E., Waggoner, M., Sumen, G., Kreger, M., Wood, S., and Breen, J. (2001). "Development of a Precast Bent Cap System,"Center for Transportation Research, Research Project 0-1748, University of Texas at Austin.
  2. Hieber, D.G., Wacker, J.M., Eberhard, M.O., and Stanton, J.F. (2005). Precast Concrete Pier Systems for Rapid Construction of Bridges in Seismic Regions. Washington State Department of Transportation Report WA-RD 611.1, Olympia, WA.
  3. Hieber, D.G., Wacker, J.M., Eberhard, M.O., and Stanton, J.F. (2005) State-of-the-Art Report on Precast Concrete Systems for Rapid Construction of Bridges. Washington State Department of Transportation Report WA-RD 594.1, Olympia, WA.
  4. Wacker, J.M, Hieber, D.G., Eberhard, M.O., and Stanton, J.F. (2005). Design of Precast Concrete Piers for Rapid Construction in Seismic Regions. Washington State Department of Transportation Report WA-RD 629, Olympia, WA.
  5. Pang, J.B.K., Steuck, K.P., Cohagen, L.S., Eberhard, M.O., and Stanton, J.F. (2008). Rapidly Constructible Large-Bar Precast Bridge-Bent Connection. Washington State Department of Transportation Draft Report WA-RD 684.2, Olympia, WA.
  6. Steuck, K.P., Pang, J.B.K., Eberhard, M.O., and Stanton, J.F. (2008). Anchorage of Large-Diameter Reinforcing Bars Grouted into Ducts. Washington State Department of Transportation Report WA-RD 684.1, Olympia, WA.
  7. Steuck, K., Stanton, J.F., and Eberhard, M.O. (2009). "Anchorage of Large-Diameter Reinforcing Bars in Ducts," ACI Structural Journal, Vol. 106, No. 4, pp. 506-513.
  8. Cohagen, L.S. Pang, J.B.K., Steuck, K.P., Eberhard, M.O., and Stanton, J.F. (2008). A Precast Concrete Bridge Bent Designed to Re-center after an Earthquake. Washington State Department of Transportation Report WA-RD 684.3, Olympia, WA.
  9. Restrepo, J.I., Tobolski, M.J., and Matsumoto, E.E. (2011). Development of a Precast Bent Cap System for Seismic Regions, NCHRP Report 681. National Cooperative Highway Research Program, Transportation Research Board, Washington, DC.
  10. Haraldsson, O. (2011). "Spread Footing Socket Connections for Precast Columns." Master's thesis, University of Washington, Seattle, WA.
  11. WSDOT. (2012). Bridge Design Manual (LRFD) M23-50.12. Olympia, WA: Washintgon State Department of Transportation, Olympia, WA.
  12. American Association of State Highway and Transportation Officials (AASHTO). (2009). LRFD Bridge Design Specifications. 4th ed., AASHTO, Washington, DC.
  13. American Association of State Highway and Transportation Officials. (2009). AASHTO Guide Specification for LRFD Seismic Bridge Design. AASHTO, Washington DC.
  14. Janes, T. (2011). "Precast Column Socket Connections for Thin Spread Footings." Master's thesis, University of Washington, Seattle, WA.
  15. Kent, D.C., and Park, R. (1971). "Flexural Members with Confined Concrete," Journal of the Structural Division, ASCE, Vol. 97, No. 7, pp. 1969-1990.
  16. Mander, J.B., Priestley, M.J.N., and Park, R. (1988). "Theoretical Stress-Strain Model for Confined Concrete,"Journal of the Structural Division, ASCE, Vol. 114, No. 8, pp. 1804-1826.
  17. Priestley, M.J.N., Seible, F., and Calvi, G.M. (1996). Seismic Design and Retrofit of Bridges. John Wiley & Sons, Inc., Hoboken, NJ.
  18. McLean, D.I., and Smith, C.L. (1997), Noncontact Lab Splices in Bridge Column-Shaft Connections, Washington State Department of Transportation Report WA-RD 417.1, Olympia, WA.
  19. Building Seismic Safety Council for the FEMA. (2004). NEHRP Recommended Provisions for Seismic Regulations and for New Buildings and Other Structures (FEMA 450). Washington D.C.
  20. Berry, M.P., and Eberhard, M.O. (2004). PEER Structural Performance Database User's Manual. Pacific Earthquake Engineering Research Center Report 2004, <www.ce.washington.edu/~peeral>, University of California, Berkeley, CA.
  21. Brown, W. (2008). "Bar Buckling in Reinforced Concrete Bridge Columns." Master's Thesis, University of Washington, Seattle, WA.
  22. Stanton, J.F. (2010). "Moment-Curvature Program," University of Washington, Seattle, WA.
  23. Caltrans (2006). Seismic Design Criteria Version 1.4. Caltrans, Sacramento, CA.
  24. Schlaich, J., and Schäfer, K. (1991). "Design and Detailing of Structural Concrete Using Strut-and-Tie Models," The Structural Engineer, Vol. 69, No. 6, pp. 113-125.
Page last modified on March 15, 2016
Federal Highway Administration | 1200 New Jersey Avenue, SE | Washington, DC 20590 | 202-366-4000