Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method

Engineering Structures

Volumn 31, Issue 8, 2009, Pages 1648-1660

  Zhang, Jian ^a   Huo, Yili ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Characteristic strength; Dynamic analysis; Fragility; Highway bridge; Optimum design parameters; Seismic demand; Seismic isolation

Indexed keywords

CHARACTERISTIC STRENGTH; FRAGILITY; OPTIMUM DESIGN PARAMETERS; SEISMIC DEMAND; SEISMIC ISOLATION;

DESIGN; DYNAMIC ANALYSIS; EARTHQUAKES; FUNCTION EVALUATION; LARGE SCALE SYSTEMS; MECHANICAL PROPERTIES; RETROFITTING; SEISMIC DESIGN; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL PROPERTIES;

HIGHWAY BRIDGES;

BRIDGE; DYNAMIC ANALYSIS; EARTHQUAKE INTENSITY; GROUND MOTION; SEISMIC HAZARD; SEISMIC ISOLATION; SOIL-STRUCTURE INTERACTION;

EID: 67349278819     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.02.017     Document Type: Article

References (44)

1. Buckle I.G., and Mayes R.L. Seismic isolation: History, application and performance-a world view. Earthq Spectra 6 2 (1990) 161-201
2. Skinner R.I., Robinson W.H., and McVerry G.H. An introduction to seismic isolation (1993), John Wiley & Sons, NY
3. Naeim F., and Kelly J.M. Design of seismic isolated structures: From theory to practice (1999), John Wiley & Sons, NY
4. Imbsen R.A. Use of isolation for seismic retrofitting bridges. J Bridge Eng ASCE 6 6 (2001) 425-438
5. Chaudhary M.T.A., Abe M., Fujino Y., and Yoshida J. System identification of two base-isolated bridges using seismic records. J Struct Eng ASCE 126 (2000) 1187-1195
6. Chaudhary M.T.A., Abe M., Fujino Y., and Yoshida J. Performance evaluation of base-isolated Yama-age bridge with high damping rubber bearings using recorded seismic data. Eng Struct 23 (2001) 902-910
7. Bessason B., and Haflidason E. Recorded and numerical strong motion response of a base-isolated bridge. Eathq Spectra 20 2 (2004) 309-332
8. Constantinou M.C., Kartoum A., Reinhorn A.M., and Bradford P. Sliding isolation system for bridges: Experimental study. Earthq Spectra 8 (1992) 321-344
9. Tsopelas P., Constantinou M.C., Okamoto S., Fujii S., and Ozaki D. Experimental study of bridge seismic sliding isolation systems. Eng Struct 18 4 (1996) 301-310
10. Tsopelas P., Constantinou M.C., Okamoto S., Fuji S., and Ozaki D. Experimental study of FPS system in bridge seismic isolation. Earthq Eng Struct Dyn 25 (1996) 65-78
11. Robson B.N., Harik I.E., and Gupta V. Effectiveness of seismic isolation of highly skewed P/C I-girder bridge. J Bridge Eng ASCE 6 3 (2001) 221-224
12. Kartoum A., Constantinou M.C., and Reinhorn A.M. Sliding isolation system of bridges: Analytical study. Earthq Spectra 8 (1992) 345-372
13. Wang Y.P., Chung L., and Wei H.L. Seismic response analysis of bridges isolated with friction pendulum bearings. Earthquake Eng Struct Dyn 27 (1998) 1069-1093
14. Dicleli M., and Mansour M.Y. Simplified retrofitting of highway bridges in Illinois using friction pendulum seismic isolation bearings and modeling procedures. Eng Struct 25 (2003) 1139-1156
15. Dicleli M., Mansour M.Y., and Constantinou M.C. Efficiency of seismic isolation for seismic retrofitting of heavy sub-structured bridges. J Bridge Eng ASCE 10 4 (2005) 429-441
16. Dicleli M., and Baddaram S. Effect of isolator and ground motion characteristics on the performance of seismic-isolated bridges. Earthquake Eng Struct Dyn 35 (2006) 233-250
17. Shen J., Tsai M.-H., Chang K.-C., and Lee G.C. Performance of a seismically isolated bridge under near-fault earthquake ground motions. J Struct Eng ASCE 130 6 (2004) 861-868
18. Priestley M.J.N., Seible F., and Calvi C.M. Seismic design and retrofit of bridges (1996), John Wiley & Sons, NY
19. Hwang H., Jernigan J.B., and Lin Y.-W. Evaluation of seismic damage to Memphis bridges and highway systems. J Bridge Eng ASCE 5 4 (2000) 322-330
20. Karim K.R., and Yamazaki F. Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation. Earthquake Eng Struct Dyn 30 (2001) 1839-1856
21. Basöz N., Kiremidjian A.S., King S.A., and Law K.H. Statistical analysis of bridge damage data from the 1994 Northridge, CA, earthquake. Earthq Spectra 15 1 (1999) 25-53
22. Yamazaki F., Motomura H., Hamada T.. Damage assessment of expressway networks in Japan based on seismic monitoring. In: Proceedings of 12th world conference on earthquake engineering. Paper No. 1551. 2000
23. Mander J.B., Basöz N.. Seismic fragility curves theory for highway bridges. In: Proceedings of 5th US conference on lifeline earthquake engineering. 1999. p. 31-40
24. Shinozuka M., Feng M.Q., Kim H.-K., and Kim S.-H. Nonlinear static procedure for fragility curve development. J Eng Mech ASCE 126 12 (2000) 1287-1295
25. Mackie K.R., Stojadinović B.. Fragility curves for reinforced concrete highway overpass bridges. In: Proceedings of 13th world conference on earthquake engineering. Paper No. 1553. 2004
26. Choi E., DesRoches R., and Nielson B. Seismic fragility of typical bridges in moderate seismic zones. Eng Struct 26 (2004) 187-199
27. Ghobarah A., and Ali H.M. Seismic performance of highway bridges. Eng Struct 10 (1988) 157-166
28. Park K.S., Jung H.J., and Lee I.W. A comparative study on aseismic performance of base isolation systems for multi-span continuous bridge. Eng Struct 24 (2002) 1001-1013
29. Jangid R.S. Optimal friction pendulum system for near-fault motions. Eng Struct 27 (2005) 349-359
30. Jangid R.S. Optimal lead-rubber isolation bearings for near-fault motions. Eng Struct 29 (2007) 2503-2513
31. Kunde M.C., and Jangid R.S. Effects of pier and deck flexibility on the seismic response of the isolated bridges. J Bridge Eng ASCE 11 (2006) 109-121
32. Karim K.R., and Yamazaki F. Effect of isolation on fragility curves of highway bridges based on simplified approach. Soil Dyn Earthquake Eng 27 (2007) 414-426
33. Padgett J.E., and DesRoches R. Methodology for the development of analytical fragility curves for retrofitted bridges. Earthquake Eng Struct Dyn 37 8 (2008) 1157-1174
34. Nielson B.G., and Desroches R. Seismic fragility methodology for highway bridges using a component level approach. Earthquake Eng Struct Dyn 36 (2007) 823-839
35. Shinozuka M., Feng M.Q., Lee J., and Naganuma T. Statistical analysis of fragility curves. J Eng Mech ASCE 126 12 (2000) 1224-1231
36. Baker J.W., Cornell C.A.. Vector-valued ground motion intensity measures for probabilistic seismic demand analysis. PEER report 2006/08. Berkeley: Pacific Earthquake Engineering Research Center, University of California Berkeley; 2006
37. Mackie K.R., and Stojadinović B. Performance-based seismic bridge design for damage and loss limits States. Earthquake Eng Struct Dyn 36 (2007) 1953-1971
38. Mackie K.R., Stojadinović B.. Fragility basis for California highway overpass bridge seismic decision making. PEER report 2005/02. Berkeley: Pacific Earthquake Engineering Research Center, University of California Berkeley; 2005
39. Padgett J.E., Nielson B.G., and DesRoches R. Selection of optimal intensity measures in probabilistis seismic demand models of highway bridge portfolios. Earthquake Eng Struct Dyn 37 5 (2008) 711-725
40. Federal Emergency Management Agency. Multi-hazard loss estimation methodology. Earthquake model. HAZUS99 User's Manual. Washington (DC); 1999
41. Kim S.H., Mha H.S., and Lee S.W. Effects of bearing damage upon seismic behavior of a multi-span girder bridge. Eng Struct 28 (2006) 1071-1080
42. Hwang H., Liu J.B., Chiu Y.-H.. Seismic fragility analysis of highway bridges. MAEC report: project MAEC RR-4. Urbana: Mid-America Earthquake Center; 2001
43. Yi J.-H., Kim S.-H., and Kushiyama S. PDF interpolation technique for seismic fragility analysis of bridges. Eng Struct 29 (2007) 1312-1322
44. Makris N., and Black C.J. Dimensional analysis of bilinear oscillators under pulse-type excitations. J Eng Mech 130 9 (2004) 1019-1031