Seismic retrofit of bridge steel truss piers using a controlled rocking approach

Journal of Bridge Engineering

Volumn 12, Issue 5, 2007, Pages 600-610

  Pollino, Michael ^a   Bruneau, Michel ^a  

^a the State University of New York

Author keywords

Bridge piers; Bridges, steel; Energy dissipation; Retrofitting; Seismic effects; Trusses

Indexed keywords

ENERGY DISSIPATION; RETROFITTING; STEEL BRIDGES; TRUSSES;

BRIDGE STEEL TRUSS PIERS; CONTROLLED ROCKING; SEISMIC EFFECTS; SEISMIC RETROFIT TECHNIQUES;

BRIDGE PIERS;

EID: 34547872830     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2007)12:5(600)     Document Type: Article

References (30)

1. ATC/MCEER. (2003). " NCHRP 12-49 recommended LRFD guidelines for the seismic design of highway bridges. I: Specification.. " ATC/MCEER Joint Venture, Buffalo, N.Y.
2. Berman, J. W., and Bruneau, M. (2005). " Approaches for the seismic retrofit of braced steel bridge piers and proof-of-concept testing of an eccentrically braced frame with tubular link.. " Technical Rep. MCEER-05-0004, Multidisciplinary Center for Earthquake Engineering Research, State Univ. of New York at Buffalo, Buffalo, N.Y.
3. Black, C., Makris, N., and Aiken, I. (2002). " Component testing, stability analysis and characterization of buckling-restrained unbonded braces.. " Rep. No. EERC 2002-08, Earthquake Engineering Research Center, College of Engineering, Univ. of California, Berkeley, Calif.
4. Deodatis, G. (1996). " Nonstationary stochastic vector processes: Seismic ground motion applications.. " Probab. Eng. Mech., 11 (3), 149-167.
5. Dowdell, D., and Hamersley, B. (2000). " Lions' Gate Bridge North Approach: Seismic retrofit.. " Behaviour of Steel Structures in Seismic Areas: Proc., 3rd Int. Conf.: STESSA 2000, Balkema, The Netherlands, 319-326.
6. Federal Emergency Management Agency (FEMA). (1997). FEMA 274 NEHRP commentary on the guidelines for the seismic rehabilitation of buildings, Building Seismic Safety Council, Washington, D.C.
7. Federal Emergency Management Agency (FEMA). (2000). FEMA 356 prestandard and commentary for the seismic rehabilitation of buildings, Building Seismic Safety Council, Washington, D.C.
8. Hasegawa, H., Takeuchi, T., Nakata, Y., Iwata, M., Yamada, S., and Akiyama, H. (1999). " Experimental study on dynamic behavior of unbonded braces.. " J. Architectural and Building Sci., 114 (1448), 103-106.
9. Housner, G. (1963). " The behavior of inverted pendulum structures during earthquakes.. " Bull. Seismol. Soc. Am., 53 (2), 403-417.
10. Ingham, T., Rodriguez, S., Nadar, M., Taucer, F., and Seim, C. (1995). " Seismic retrofit of the Golden Gate Bridge.. " Proc., National Seismic Conf. on Bridges and Highways: Progress in Research and Practice, Federal Highway Administration, Washington, D.C.
11. Iwata, M., Kato, T., and Wada, A. (2000). " Buckling-restrained braces as hysteretic dampers.. " Behaviour of steel structures in seismic area, STESSA 2000, Balkema, The Netherlands, 33-38.
12. Jones, M., Holloway, L., Toan, V., and Hinman, J. (1997). " Seismic retrofit of the 1927 Carquinez Bridge by a displacement capacity approach.. " Proc., 2nd National Seismic Conf. on Bridges and Highways: Progress in Research and Practice, Federal Highway Administration, Washington, D.C.
13. Kelley, J., and Tsztoo, D. (1977). " Earthquake simulation testing of a stepping frame with energy-absorbing devices.. " Rep. No. EERC 77-17, Earthquake Engineering Research Center, College of Engineering, Univ. of California, Berkeley, Calif.
14. Lee, K., and Bruneau, M. (2004). " Seismic vulnerability evaluation of axially loaded steel built-up laced members.. " Technical Rep. MCEER-04-0007, Multidisciplinary Center for Earthquake Engineering Research, State Univ. of New York at Buffalo, Buffalo, N.Y.
15. Mander, J., and Cheng, C. (1997). " Seismic resistance of bridge piers based on damage avoidance design.. " Technical Rep. NCEER-97-0014, National Center for Earthquake Engineering Research, State Univ. of New York at Buffalo, Buffalo, N.Y.
16. Meek, J. W. (1975). " Effects of foundation tipping on dynamic response.. " J. Struct. Div., 101 (7), 1297-1311.
17. Midorikawa, M., Azuhata, T., Ishihara, T., and Wada, A. (2003). " Shaking table tests on rocking structural systems installed yielding base plates in steel frames.. " Behaviour of steel structures in seismic areas, STESSA 2003, Balkema, The Netherlands, 449-454.
18. Nakashima, M. (1995). " Strain-hardening behavior of shear panel made of low-yield steel. I: Test.. " J. Struct. Eng., 121 (12), 1742-1749.
19. Newmark, N., and Hall, W. (1982). Earthquake spectra and design, Earthquake Engineering Research Institute, Oakland, Calif.
20. Pollino, M., and Bruneau, M. (2004). " Seismic retrofit of bridge steel truss piers using a controlled rocking approach.. " Technical Rep. MCEER-04-0011, Multidisciplinary Center for Earthquake Engineering Research, State Univ. of New York at Buffalo, Buffalo, N.Y.
21. Priestley, M. J. N., Evison, R. J., and Carr, A. J. (1978). " Seismic response of structures free to rock on their foundations.. " New Zealand Nat. Soc. Earthquake Eng. Bull, 11 (3), 141-150.
22. Priestley, M. J. N., Seible, F., and Calvi, G. M. (1996). Seismic design and retrofit of bridges, Wiley, New York.
23. Ritchie, P., Kauhl, N., and Kulicki, J. (1999). " Critical seismic issues for existing steel bridges.. " Technical Rep. MCEER-99-0013, Multidisciplinary Center for Earthquake Engineering Research, State Univ. of New York at Buffalo, Buffalo, N.Y.
24. Sarraf, M., and Bruneau, M. (1998). " Ductile seismic retrofit of steel deck-truss bridges. II: Design applications.. " J. Struct. Eng., 124 (11), 1263-1271.
25. Toranzo, L. A., Carr, A. J., and Restrepo, J. I. (2001). " Displacement based design of rocking walls incorporating hysteretic energy dissipators.. " 7th Int. Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structure.
26. Wada, A., Saeki, E., Takeuch, T., and Watanabe, A. (1989). " Development of unbonded brace. " Column (A Nippon Steel Publication), No. 115 1989.12.
27. Watanabe, A., Hitomoi, Y., Saeki, E., Wada, A., and Fujimoto, M. (1988). " Properties of brace encased in buckling-restraining concrete and steel tube.. " Proc., 9th World Conf. on Earthquake Engineering, Vol. IV, 719-724.
28. Watanabe, A., and Nakamura, H. (1992). " Study on the behavior of buildings using steel with low yield point.. " Proc., 10th World Conf. on Earthquake Engineering, Balkema, Rotterdam, The Netherlands, 4465-4468.
29. Wen, Y.-K. (1976). " Method for random vibration of hysteretic systems.. " J. Engrg. Mech. Div. 102 (2), 249-263.
30. Wilson, E. (2000). Three-dimensional static and dynamic analysis of structures, Computers and Structures, Inc., Berkeley, Calif.