Effect of bearing pads on precast prestressed concrete bridges

Journal of Bridge Engineering

Volumn 5, Issue 3, 2000, Pages 224-232

  Yazdani, Nur ^a   Eddy, Scott ^b   Cai, Chun S ^c  

^a FLORIDA A AND M UNIVERSITY   (United States)

^b Coloney Co Consult Engineers Inc ^*  (United States)

^c FLORIDA DEPARTMENT OF TRANSPORTATION   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE BEARINGS; CONCRETE BEAMS AND GIRDERS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PRECAST CONCRETE; PRESTRESSED CONCRETE; STIFFNESS;

BEARING PADS; ELASTOMERIC BEARINGS;

CONCRETE BRIDGES;

EID: 0034250431     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2000)5:3(224)     Document Type: Article

References (17)

1. AASHTO. (1996a). AASHTO LRFD bridge design specifications. Washington, D.C.
2. AASHTO. (1996b). Standard specifications for highway bridges, 16th Ed., Washington, D.C.
3. ANSYS structural nonlinearities: User's guide for revision 5.1, (1995). Vol. I and II, SAS IP.
4. Bakht, B. (1988a). "Observed behaviour of a new medium span slab-on-beam bridge." Struct. Res. Rep. SRR-88-01, Ministry of Transportation, Ontario, Canada.
5. Bakht, B. (1988b). "Testing of an old short span slab-on-beam bridge." Struct. Res. Rep. SRR-88-02, Ministry of Transportation, Ontario, Canada.
6. Bakht, B., and Jaeger, L. G. (1988). "Bearing restraint in slab-on-girder bridges." J. Struct. Engrg., ASCE, 114(12), 2724-2740.
7. Bakht, B., and Jaeger, L. G. (1992). "Ultimate load test of slab-on-girder bridge." J. Struct. Engrg., ASCE, 118(6), 1608-1624.
8. Billing, J. R. (1984). "Dynamic loading and testing of bridges in Ontario." Can. J. Civ. Engrg., Ottawa, 11, 823-843.
9. "Standard drawings." (1996). Struct. Des. Ofc., Florida Department of Transportation, Tallahassee, Fla.
10. "Structures design guidelines." (1997). Struct. Des. Ofc., Florida Department of Transportation, Tallahassee, Fla.
11. Issa, M. (1992). "Dynamic and static tests of prestressed concrete beam bridges in Florida." Struct. Res. Ctr., MS 80, Florida Department of Transportation, Tallahassee, Fla.
12. Minor, J., and Egen, R. (1970). "Elastomeric bearing research." Nat. Cooperative Hwy. Res. Program Rep. 109, Transportation Research Board, Washington, D.C.
13. Pentas, H. A., Avent, R. R., Gopu, V. K., and Rabello, K. J. (1995). "Field study of longitudinal movements in composite bridges." Transp. Res. Rec. 1476, Transportation Research Board, Washington, D.C., 117-128.
14. Ramachandran, U. (1994). "Restraint effect of bearings." MSCE thesis, University of South Florida, Tampa, Fla.
15. Roeder, C. W., Stanton, J. F., and Taylor, A. W. (1987). "Performance of elastomeric bearings." Nat. Cooperative Hwy. Res. Program Rep. 298, Transportation Research Board, Washington, D.C.
16. Roeder, C. W., Stanton, J. F., and Feller, T. (1989). "Low temperature behavior and acceptance criteria for elastomeric bridge bearings." Nat. Cooperative Hwy. Res. Program Rep. 325, Transportation Research Board, Washington, D.C.
17. Sen, R., and Spillet, K. (1994). "Restraint effects of bearings (Phase I)." Final Rep. Catalog No. 2104-168-LO, Florida Department of Transportation, Tallahassee, Fla.