Predicted and Measured Response of an Integral Abutment Bridge

Author:

Fennema Jolene L.123,Laman Jeffrey A.123,Linzell Daniel G.123

Affiliation:

1. Fabcon East, LLC, 5100 Tilghman St., Ste. 155, Allentown, PA 18104.

2. Associate Professor of Civil Engineering, Dept. of Civil and Environmental Engineering, The Pennsylvania State Univ., 212 Sackett Building, University Park, PA 16802 (corresponding author).

3. Associate Professor of Civil Engineering, Dept. of Civil and Environmental Engineering, The Pennsylvania State Univ., 212 Sackett Building, University Park, PA 16802.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference6 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1989). “Thermal effects in concrete bridge superstructures.” NCHRP Rep. No. 276 AASHTO Washington D.C.

2. Fennema J. L. (2003). “Prediction and measured response of integral abutment bridges.” Master of Science thesis The Pennsylvania State Univ. University Park Pa.

3. Lawver A. French C. and Shield C. K. (2000). “Field performance of an integral abutment bridge.” Transportation Research Record. 1740 Transportation Research Board Washington D.C. 108–117.

4. Oesterle R. G. Refai T. M. Volz J. S. Scanlon A. and Weiss W. J. (1998). “Jointless and integral abutment bridges analytical research and proposed design procedures.” Rep. No. DTFH61-92-C-00154 Federal Highway Administration United States Department of Transportation Washington D.C.

5. Reese L. C. (1985). “Behavior of piles and pile groups under lateral load.” Research Rep. No. FHWA/RD-85/106 Federal Highway Administration United States Department of Transportation Washington D.C.

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