Ductile end-diaphragms for seismic retrofit of slab-on-girder steel bridges

Journal of Structural Engineering

Volumn 125, Issue 1, 1999, Pages 71-80

  Zahrai, Seyed Mehdi ^a   Bruneau, Michel ^b  

^a NATIONAL RESEARCH COUNCIL CANADA   (Canada)

^b UNIVERSITY AT BUFFALO   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; DUCTILITY; EARTHQUAKE RESISTANCE; RETROFITTING; STIFFNESS; STRUCTURAL DESIGN;

BRIDGE SUBSTRUCTURE; BRIDGE SUPERSTRUCTURE; DUCTILE DIAPHRAGM SYSTEMS; SEISMIC RETROFITTING;

STEEL BRIDGES;

EID: 0032651201     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:1(71)     Document Type: Article

References (27)

1. AASHTO LRFD bridge design specification. (1994). American Association of State Highway and Transportation Officials, Washington, D.C.
2. ADINA R & D, Inc. (1995). "Automatic dynamic incremental nonlinear analysis." ADINA software and documentations, ADINA, Watertown, Mass.
3. American Institute of Steel Construction (AISC). (1992). Seismic provisions for structural steel buildings. AISC, Chicago, Ill.
4. Astaneh-Asl, A. (1993). "Seismic retrofit concepts for the East Bay Crossing of the San Francisco-Oakland Bay bridge." Proc., 1st U.S. Seminar on Seismic Evaluation and Retrofit of Steel Bridges, San Francisco, Calif.
5. Astaneh-Asl, A., Bolt, B., Mcmullin, K. M., Donikian, R. R., Modjtahedi, D., and Cho, S. W. (1994). "Seismic performance of steel bridges during the 1994 Northridge earthquake." UCB Rep. CE-STEEL 94/01, University of California, Berkeley, Calif.
6. "Bridge seismic retrofit study for Southwest Admiral-South bridge." (1993). Final Rep., Seattle Engineering Department, Seattle, Wash.
7. Bruneau, M., Wilson, J. W., and Tremblay, R. (1996). "Performance of steel bridges during the 1995 Hyogoken-Nanbu (Kobe, Japan) earthquake." Can. J. Civ. Engrg., 23(3), 678-713.
8. Buckle, I. G., Mayes, R. L., and Button, M. R. (1986). "Seismic design and retrofit manual for highway bridges." Computech Engrg. Services, published also as Rep. FHWA-IP-87-6, U.S. Department of Transportation, Federal Highway Administration, Washington, D.C.
9. Buckle, I. G., Mayes, R. L., and Button, M. R. (1986). "Seismic design and retrofit manual for highway bridges." Computech Engrg. Services, published also as Rep. FHWA-IP-87-6, U.S. Department of Transportation, Federal Highway Administration, Washington, D.C.
10. Degenkolb, O. H. (1978). "Retrofitting bridges to increase seismic resistance." J. Tech. Councils, ASCE, 104(1), 13-20.
11. Dicleli, M., and Bruneau, M. (1995). "Seismic performance of single-span simply-supported and continuous slab-on-girder steel highway bridges." J. Struct. Engrg., ASCE, 121(10), 1497-1506.
12. Fehling, E., Pauli, W., and Bouwkamp, J. G. (1992). "Use of vertical shear-links in eccentrically braced frames." Proc., 10th World Conf. on Earthquake Engrg., Vol. 9, Madrid, 4475-4479.
13. Kasai, K., and Popov, E. P. (1986). "Cyclic web buckling control for shear link beams." J. Struct. Engrg., ASCE, 112(3), 505-523.
14. Malley, J. O., and Popov, E. P. (1983). "Design considerations for shear links in eccentrically braced frames." EERC Rep. 83-24, University of California, Berkeley, Calif.
15. Mander, J. B., Kim, D.-K., Chen, S. S., and Premus, G. J. (1996). "Response of steel bridge bearings to reversed cyclic loading." Tech. Rep. NCEER-96-0014, National Center for Earthquake Engineering Branch, Buffalo, N.Y.
16. Mayes, R. L., Buckle, I. G., Kelly, T. E., and Jones, L. R. (1992). "AASHTO seismic isolation design requirements for highway bridges." J. Struct. Engrg., ASCE, 118(1), 284-304.
17. Mayes, R. L., Jones, D. M., Knight, R. P., Choudhury, D., and Crooks, R. S. (1994). "Seismically isolated bridges come of age." Proc., 4th Int. Conf. on Short and Medium Span Bridges, Canadian Society of Civil Engineering, Montreal, 1095-1106.
18. Nakashima, M. (1995). "Strain-hardening behavior of shear panels made of low-yield steel. I: Test." J. Struct. Engrg., ASCE, 121(12), 1742-1749.
19. Newmark, N. M., and Hall, W. J. (1982). Earthquake spectra and design. Earthquake Engineering Research Institute, Oakland, Calif.
20. Prakash, V., Powell, G. H., and Campbell, C. (1993). "DRAIN-2DX base program description and user guide." Rep. No. UCB/SEMM 93/17, University of California, Berkeley, Calif.
21. Priestley, M. J. N., Seible, F., and Chai, Y. H. (1992). "Seismic retrofit of bridge columns using steel jackets." Proc., 10th World Conf. on Earthquake Engrg., Vol. 9, Balkema, Rotterdam, The Netherlands, 5285-5290.
22. Roberts, J. E. (1992). "Sharing California's seismic lessons." Modern Steel Constr., 7, 32-37.
23. "Seismic Retrofitting Guidelines for Highway Bridges." (1983). Rep. ATC-6-2, Applied Technology Council, Palo Alto, Calif.
24. Shirolé, A. M., and Malik, A. H. (1993). "Seismic retrofitting of bridges in New York State." Proc., Symp. on Practical Solutions for Bridge Strengthening and Rehabilitation, Iowa State University, Ames, Iowa, 123-131.
25. Tsai, K. C., Chen, H. W., Hong, C. P., and Su, Y. F. (1993). "Design of steel triangular plate energy absorbers for seismic-resistance construction." Earthquake Spectra, 9(3), 505-528.
26. Wilson, E. L., and Habibullah, A. (1992). "SAP90 computer software for structural and earthquake engineering." Computers and Structures Inc., Berkeley, Calif.
27. Zahrai, S. M., and Bruneau, M. (1998). "Impact of diaphragm on seismic response of straight slab-on-girder steel bridges." J. Struct. Engrg., ASCE, 124(8), 938-947.