Impact factors for horizontally curved composite box girder bridges

Journal of Bridge Engineering

Volumn 9, Issue 6, 2004, Pages 512-520

  Sennah, Khaled M ^a   Zhang, Xuesheng ^b   Kennedy, John B ^b  

^a RYERSON UNIVERSITY   (Canada)

^b UNIVERSITY OF WINDSOR   (Canada)

Author keywords

Bearing capacity; Bridges, box girder; Bridges, composite; Curvature; Impact force; Trucks

Indexed keywords

BEAMS AND GIRDERS; BEARING CAPACITY; BRIDGES; COMPOSITE MATERIALS; COMPUTER SOFTWARE; FINITE ELEMENT METHOD; FRACTURE TOUGHNESS; SEISMOLOGY; STRUCTURAL LOADS; TRUCKS; VIBRATIONS (MECHANICAL);

BRIDGES, GIRDERS; CURVATURE; IMPACT FORCES; SEISMIC CONDITIONS;

BOX GIRDER BRIDGES;

EID: 13944270203     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2004)9:6(512)     Document Type: Article

References (29)

1. Akoussah, K. E., Fafard, M., Talbot, M., and Beaulieu, D. (1997). "Parametric study of dynamic load amplification factor for simply-supported reinforced concrete bridges." Can. J. Civ. Eng., 24(2), 313-322 (in French).
2. American Association of State Highway and Transportation Officials (AASHTO). (1980). Guide specifications for horizontally curved highway bridge, AASHTO, Washington, D.C.
3. American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide specifications for horizontally curved highway bridges, AASHTO, Washington, D.C.
4. American Association of State Highway and Transportation Officials (AASHTO). (2000a). Guide specifications for horizontally curved highway bridges, AASHTO, Washington, D.C.
5. American Association of State Highway and Transportation Officials (AASHTO). (2000b). "Standard specifications for highway bridges." HS20-44, AASHTO, Washington, D.C.
6. Galdos, N. H. (1988). "A theoretical investigation of the dynamic behaviour of horizontally curved steel box girder bridges under truck loadings." Thesis, Univ. of Maryland, Collage Park, Md.
7. Heins, C. P. (1978). "Box-girder bridge design state of the art." AISC Eng. J., 2, 126-142.
8. Hibbitt, H. D., Karlson, B. I., and Sorenson, E. P. (2000). ABAQUS, version 6.1, finite-element program, Hibbitt, Karlson & Sorenson, Providence, R.I.
9. Hilber, H. M., Hughes, T. J. R., and Taylor, R. L. (1978). "Collocation, dissipation and "overshoot" for time integration schemes in structural dynamics." Earthquake Eng. Struct. Dyn., 6, 99-117.
10. Huang, D., Wang, T., and Shahawy, M. (1995). "Dynamic behaviour of horizontally curved I-girder bridges." Comput. Struct., 57(4), 703-714.
11. Huang, D. (2001). "Dynamic analysis of steel curved box-girder bridges." J. Bridge Eng., 6(6), 506-513.
12. Kim, S., and Nowak, A. S. (1997). "Load distribution and impact factors for I-girder bridges." J. Bridge Eng., 2(3), 97-104.
13. Laman, J. A., Pechar, J. S., and Boothby, T. E. (1999). "Dynamic load allowance for through-truss bridges." J. Bridge Eng., 4(4), 231-241.
14. Nassif, H. H., and Nowak, A. S. (1995). "Dynamic load spectra for girder bridges." Transportation Research Record. 1476, TRA, National Research Council, Washington, D.C., 69-83.
15. Newmark, N. M. (1959). "A method of computation for structural dynamics." Proc., Am. Soc. Civ. Eng., 85(3), 67-94.
16. Okeil, A. M., El-Tawil, S., and Chaphalkhar, M. (2000). "New hatches in existing curved box-girder bridges: A study based on practical and structural considerations." Final Rep. to the Florida Department of Transportation (FDOT), Project No. WPI 0510839, FDOT, Tallahassee, Fla.
17. Ontario Ministry of Transportation and Communications (OMTC). (1985). Geometric design standards for Ontario highways, Ontario Ministry of Transportation and Communications, Downsview, Ont., Canada.
18. Ontario Ministry of Transportation and Communications (OMTC). (2000). Canadian highway bridge design code, Ontario Ministry of Transportation and Communications, Downsview, Ont., Canada.
19. Rabizadeh, R. O., and Shore, S. (1975). "Dynamic analysis of curved box-girder bridges." J. Struct. Div. ASCE, 101(9), 1899-1912.
20. Samaan, M., Sennah, K. M., and Kennedy, J. B. (2001). "Comparative structural behavior of multicell and multiple-spine box-girder bridges." Proc., Int. Conf. on Structural Engineering, Elsevier Science, Vol. 1, New York, 582-590.
21. Schelling, D. R., Galdos, N. H., and Sahin, M. A. (1992). "Evaluation of impact factors for horizontally curved steel box bridges." J. Struct. Eng., 118(11), 3203-3221.
22. Sennah, K. M., and Kennedy, J. B. (1997). "Dynamic characteristics of simply supported curved composite multicell bridges." Can. J. Civ. Eng., 24, 621-636.
23. Sennah, K. M., and Kennedy, J. B. (1998a). "Vibrations of horizontally curved continuous composite cellular bridges." Can. J. Civ. Eng., 25, 139-150.
24. Sennah, K. M., and Kennedy, J. B. (1998b). "Shear distribution in simply supported curved composite cellular bridges." J. Bridge Eng., 3(2), 47-55.
25. Sennah, K. M., and Kennedy, J. B. (1999). "Simply supported curved composite cellular bridges: Simplified design method." J. Bridge Eng., 4(2), 85-94.
26. Sennah, K. M., and Kennedy, J. B. (2001). "State-of-the-art in design of curved box-girder bridges." J. Bridge Eng., 6(3), 159-167.
27. Senthilvasan, J., Brameld, G. H., and Thambiratnam, D. P. (1997). "Bridge-vehicle interaction in curved box girder bridges." Microcomput. Civ. Eng., 12(3), 171-181.
28. Tan, C. P., and Shore, S. (1968). "Dynamic response of a horizontally curved bridge." J. Struct. Div. ASCE, 94(3), 761-781.
29. Zhang, X. (2001). "Evaluation of impact factors of straight and horizontally curved composite concrete deck-steel cellular bridges." MASc thesis, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, Ont., Canada.