Predicted and measured response of an integral abutment bridge

Journal of Bridge Engineering

Volumn 10, Issue 6, 2005, Pages 666-677

  Fennema, Jolene L ^a   Laman, Jeffrey A ^b   Linzell, Daniel G ^b  

^a Fabcon East   (United States)

^b The Pennsylvania State University   (United States)

Author keywords

Bridge abutments; Integrals; Measurement; Monitoring; Predictions; Responses

Indexed keywords

BRIDGE ABUTMENT; INTEGRALS; PREDICTIONS; RESPONSES;

BEAMS AND GIRDERS; COMPUTER SIMULATION; COMPUTER SOFTWARE; CREEP; FINITE ELEMENT METHOD; MEASUREMENTS; MONITORING; SHRINKAGE;

BRIDGES;

EID: 27744463534     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2005)10:6(666)     Document Type: Article

References (6)

1. American Association of State Highway and Transportation Officials, (AASHTO). (1989). "Thermal effects in concrete bridge super-structures. " 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.
6. Wang, S., and Reece, L. C. (1993). "COM624P-Laterally loaded pile analysis program for the microcomputer, Version 2.0." Rep. No. FHWA-5A-91-048, Office of Technology Applications, Federal Highway Administration, Washington, D.C.