Effect of pounding and restrainers on seismic response of multiple-frame bridges

Journal of Structural Engineering

Volumn 128, Issue 7, 2002, Pages 860-869

  DesRoches, Reginald ^a   Muthukumar, Susendar ^a  

^a Georgia Institute of Technology   (United States)

Author keywords

Bridges; Earthquakes; Pounding; Seismic response

Indexed keywords

MITIGATION; MULTIPLE-FRAME BRIDGES; POUNDING; STIFFNESS RATIO;

EARTHQUAKES; FAILURE ANALYSIS; LOADS (FORCES); MATHEMATICAL MODELS; SEISMIC PROSPECTING; STIFFNESS; STRUCTURAL FRAMES;

BRIDGES;

EID: 3543067587     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:7(860)     Document Type: Article

References (22)

1. Athanassiadou, C. J., Penelis, G. G., and Kappos A. J. (1994). "Seismic response of adjacent buildings with similar or different dynamic characteristics." Earthquake Spectra, 10(2), 293-317.
2. Caltrans Seismic Design Criteria. (1999). design manual-version 1.1, Calif. Dept. of Transportation, Sacramento, Calif.
3. DesRoches, R., and Fenves, G. L. (1997). "New design and analysis procedures for intermediate hinges in multiple-frame bridges." Rep. No. UCB/EERC-97/12, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
4. Earthquake Engineering Research Institute (EERI). (1995a). "Northridge earthquake reconnaissance report, Vol. 1." Rep. No. 95-03, EERI, Oakland, Calif.
5. Earthquake Engineering Research Institute (EERI). (1995b). "They Hyogo-Ken Nanbu earthquake reconnaissance report." Rep. No. 95-04, EERI, Oakland, Calif.
6. Earthquake Engineering Research Institute (EERI). (2001). "1999 Chi-Chi, Taiwan, Earthquake Reconnaissance Report." Rep. No. 01-02, EERI, Oakland, Calif.
7. Jankowski, R., Wilde, K., and Fuzino, Y. (1998). "Pounding of superstructure segments in isolated elevated bridge during earthquakes." Int. J. Earthquake Eng. Struct. Dyn., 27, 487-502.
8. Jankowski, R., Wilde, K., and Fuzino, Y. (1999). "Reduction of earthquake induced effects of pounding in elevated bridges." Proc., 2nd World Conf. on Struct. Control, Vol. 2, Wiley, Chichester, England, 933-939.
9. Jennings, P. C. (1971). "Engineering features of the San Fernando Earth-quake of February 9, 1971." Rep. No. EERL-71-02, Earthquake Engrg. Res. Laboratory, Calif. Inst. of Tech., Pasadena, Calif.
10. Kawashima, K., and Shoji, G. (2000). "Effect of shock absorber to mitigate pounding effect between bridge decks." Proc., Int. Workshop on Mitigation of Seismic Effects on Transportation Struct., National Center for Research on Earthquake Engineering, Taipei, Taiwan, R.O.C., 207-218.
11. Kawashima, K., and Yabe, M. (1996). "Effectiveness of unseating prevention device with energy dissipation." Proc., 4th U.S.-Japan Workshop on Earthquake Protective System for Bridges, Public Works Research Institute, Tsukuba-shi, Japan, 285-307.
12. Kim, S. H., Lee, S. W., Won, J. H., and Mha, H. S. (2000). "Dynamic behaviors of bridges under seismic excitations with pounding between adjacent girders." Proc., 12th World Conf. on Earthquake Engineering, New Zealand Society for Earthquake Engineering, Upper Hutt, New Zealand.
13. Ma, X., and Pantelides, C. P (1988). "Linear and nonlinear pounding of structural systems." Comput. Struct., 66(1), 79-92.
14. Maison, B. F., and Kasai, K. (1992). "Dynamics of pounding when two buildings collide." Earthquake Eng. Struct. Dyn., 21, 771-786.
15. Malhotra, P. K. (1998). "Dynamics of seismic pounding at expansion joints of concrete bridges." J. Eng. Mech., 124(7), 794-802.
16. Maragakis, E., Douglas, B., and Vrontinos, S. (1991). "Classical formulation of the impact between bridge deck and abutments during strong earthquakes," Proc., 6th Canadian Conf. on Earthquake Engineering, Univ. of Toronto Press, Toronto, 205-212.
17. Miranda, E., and Bertero, V. V. (1994). "Evaluation of strength reduction factors for earthquake-resistant design." Earthquake Spectra, 10(2), 357-379.
18. New Zealand National Society for Earthquake Engineering (NZNSEE). (1990). "The Loma Prieta, California, Earthquake of October 17, 1989: Report of the NZNSEE Reconnaissance Team." NZNSEE, Upper Hutt, New Zealand.
19. Newmark, N. M., (1959). "A method of computation for structural dynamics." J. Eng. Mech. 85, 67-94.
20. Priestley, M. J. N., Seible, F., and Calvi, G. M. (1995). Seismic design and retrofit of bridges, Wiley, New York.
21. Saiidi, M., and Sozen, M. A. (1979). "Simple and complex models for nonlinear seismic response of reinforced concrete structures." Rep. No. UILU-ENG-79-2013, Struct. Res. Series No. 465, Univ. of Illinois, Urbana, Ill.
22. Trochalakis, P., Eberhard, M., and Stanton, J. (1997). "Design of seismic restrainers for in-span hinges." J. Struct. Eng., 123(4), 469-478.