Response of seismic-isolated bridges in relation to intensity measures of ordinary and pulselike ground motions

Journal of Bridge Engineering

Volumn 18, Issue 3, 2013, Pages 250-260

  Avşar, Özgür ^a   Özdemir, Gökhan ^b  

^a ANADOLU UNIVERSITY   (Turkey)

^b KOCAELI UNIVERSITY   (Turkey)

Author keywords

Bridges; Correlation; Ground motion; Isolation; Seismic analysis

Indexed keywords

GROUND MOTION INTENSITY MEASURES; GROUND MOTIONS; INTENSITY MEASURE; ISOLATION; ISOLATION PARAMETERS; MODIFIED VELOCITY; PULSE-LIKE; PULSE-LIKE GROUND MOTIONS; SEISMIC ANALYSIS; SEISMIC-ISOLATED BRIDGES;

BRIDGES; OPTICAL CORRELATION; SEISMOLOGY;

EARTHQUAKE EFFECTS;

EID: 84874631327     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000340     Document Type: Article

References (33)

1. AASHTO. (1999). Guide specification for seismic isolation design. Washington, DC.
2. Akkar, S., Yazgan, U., and, Gulkan, P. (2005). " Drift estimates in frame buildings subjected to near-fault ground motions." J. Struct. Eng., 131 (7), 1014-1024. doi:10.1061/(ASCE)0733-9445(2005)131:7(1014) (Pubitemid 41048252)
3. Alavi, B., and, Krawinkler, H. (2004). " Behavior of moment-resisting frame structures subjected to near-fault ground motions." Earthq. Eng. Struct. Dynam., 33 (6), 687-706. doi:10.1002/eqe.369 (Pubitemid 38587357)
4. Applied Technology Council. (1978). "Tentative provisions for the development of seismic regulations for buildings." ATC 3-06, Redwood City, CA.
5. Arias, A. (1970). " A measure of earthquake intensity." Seismic design for nuclear power plants, R. J. Hansen, ed., MIT Press, Cambridge, MA, 438-483.
6. ASCE. (2005). "Minimum design loads for buildings and other structures." ASCE/SEI 7-05, Reston, VA.
7. Bommer, J. J., and, Ruggeri, C. (2002). " The specification of acceleration time-histories in seismic design codes." Eur. Earthq. Eng., 16 (1), 3-17.
8. Dicleli, M. (2006). " Performance of seismic-isolated bridges in relation to near-fault ground-motion and isolator characteristics." Earthq. Spectra, 22 (4), 887-907. doi:10.1193/1.2359715 (Pubitemid 44970867)
9. Electrical Power Research Institute. (1988). "A criterion for determining exceedence of the operating basis earthquake." EPRI NP-5930, Palo Alto, CA.
10. Fajfar, P., Vidic, T., and, Fischinger, M. (1990). " A measure of earthquake motion capacity to damage medium-period structures." Soil. Dyn. Earthq. Eng., 9 (5), 236-242. doi:10.1016/S0267-7261(05)80002-8
11. FEMA. (2003). HAZUS-MH MR1: Technical manual, Washington, DC.
12. Giovenale, P., Cornell, C. A., and, Esteva, L. (2004). " Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses." Earthq. Eng. Struct. Dynam., 33 (8), 951-979. doi:10.1002/eqe.386 (Pubitemid 38847533)
13. Günay, M. S. (2008). "An equivalent linearization procedure for seismic response prediction of MDOF systems." Ph.D. thesis, Dept. of Civil Engineering, Middle East Technical Univ., Ankara, Turkey.
14. He, W.-L., and, Agrawal, A. K. (2008). " Analytical model of ground motion pulses for the design and assessment of seismic protective systems." J. Struct. Eng., 134 (7), 1177-1188. doi:10.1061/(ASCE)0733-9445(2008)134: 7(1177)
15. Housner, G. W. (1952). "Spectrum intensity of strong-motion earthquakes." Proc., Symp. Earthq. Blast Effects Struct., Earthquake Engineering Research Institute, Oakland, CA, 20-36.
16. Luco, N., and, Cornell, C. A. (2007). " Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions." Earthq. Spectra, 23 (2), 357-392. doi:10.1193/1.2723158 (Pubitemid 46958312)
17. Mackie, K. R., and, Stojadinovic, B. (2005). " Fragility basis for California highway overpass bridge seismic decision making." PEER Rep. 2005/12, Univ. of California, Berkeley, CA.
18. Mehanny, S. S. F. (2009). " A broad-range power-law form scalar-based seismic intensity measure." Eng. Struct., 31 (7), 1354-1368. doi:10.1016/j.engstruct.2009.02.003
19. Narasimhan, S., Wang, M., and, Pandey, M. (2009). " Principal component analysis for predicting the response of nonlinear base-isolated buildings." Earthq. Spectra, 25 (1), 93-115. doi:10.1193/1.3054636
20. OpenSees, 2.1.0 [Computer software]. Berkeley, CA, Pacific Earthquake Engineering Research Center.
21. Ozdemir, G., Avsar, O., and, Bayhan, B. (2011). " Change in response of bridges isolated with LRBs due to lead core heating." Soil. Dyn. Earthq. Eng., 31 (7), 921-929. doi:10.1016/j.soildyn.2011.01.012
22. Padgett, J. E., Nielson, B. G., and, DesRoches, R. (2008). " Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios." Earthq. Eng. Struct. Dynam., 37 (5), 711-725. doi:10.1002/eqe.782 (Pubitemid 351516656)
23. Park, Y. J., Ang, A. H.-S., and, Wen, Y. K. (1985). " Seismic damage analysis of reinforced concrete buildings." J. Struct. Eng., 111 (4), 740-757. doi:10.1061/(ASCE)0733-9445(1985)111:4(740)
24. Riddell, R. (2007). " On ground motion intensity indices." Earthq. Spectra, 23 (1), 147-173. doi:10.1193/1.2424748 (Pubitemid 46547079)
25. Riddell, R., and, Garcia, J. (2001). " Hysteretic energy spectrum and damage control." Earthq. Eng. Struct. Dynam., 30 (12), 1791-1816. doi:10.1002/eqe.93 (Pubitemid 33092266)
26. Tang, Y., and, Zhang, J. (2011). " Response spectrum-oriented pulse identification and magnitude scaling of forward directivity pulses in near-fault ground motions." Soil. Dyn. Earthq. Eng., 31 (1), 59-76. doi:10.1016/j.soildyn.2010.08.006
27. Tothong, P., and, Cornell, C. A. (2008). " Structural performance assessment under near-source pulse-like ground motions using advanced ground motion intensity measures." Earthq. Eng. Struct. Dynam., 37 (7), 1013-1037. doi:10.1002/eqe.792 (Pubitemid 351689609)
28. Tothong, P., and, Luco, N. (2007). " Probabilistic seismic demand analysis using advanced ground motion intensity measures." Earthq. Eng. Struct. Dynam., 36 (13), 1837-1860. doi:10.1002/eqe.696 (Pubitemid 350054230)
29. Trifunac, M. D., and, Brady, A. G. (1975). " A study on the duration of strong earthquake ground motion." Bull. Seismol. Soc. Am., 65 (3), 581-626.
30. Von Thun, J. L., Roehm, L. H., Scott, G. A., and, Wilson, J. A. (1988). " Earthquake ground motions for design and analysis of dams." Proc., Earthq. Eng. Soil Dynam. II-Rec. Adv. Ground Motion Eval., Vol. 20, ASCE, Reston, VA, 463-481.
31. Warn, G. P., and, Whittaker, A. S. (2004). " Performance estimates in seismically isolated bridge structures." Eng. Struct., 26 (9), 1261-1278. doi:10.1016/j.engstruct.2004.04.006 (Pubitemid 39239076)
32. Yakut, A., and, Yilmaz, H. (2008). " Correlation of deformation demands with ground motion intensity." J. Struct. Eng., 134 (12), 1818-1828. doi:10.1061/(ASCE)0733-9445(2008)134:12(1818)
33. Yang, D., Pan, J., and, Li, G. (2009). " Non-structure-specific intensity measure parameters and characteristic period of near-fault ground motions." Earthq. Eng. Struct. Dynam., 38 (11), 1257-1280. doi:10.1002/eqe.889