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Development of seismic fragility curves for high-speed railway system using earthquake case histories

  • Yang, Seunghoon (Department of Civil and Environmental Engineering, Hanyang University, ERICA) ;
  • Kwak, Dongyoup (Department of Civil and Environmental Engineering, Hanyang University, ERICA) ;
  • Kishida, Tadahiro (Department of Civil Infrastructure and Environmental Engineering, Khalifa University of Science and Technology)
  • 투고 : 2019.12.04
  • 심사 : 2020.03.03
  • 발행 : 2020.04.25

초록

Investigating damage potential of the railway infrastructure requires either large amount of case histories or in-depth numerical analyses, or both for which large amounts of effort and time are necessary to accomplish thoroughly. Rather than performing comprehensive studies for each damage case, in this study we collect and analyze a case history of the high-speed railway system damaged by the 2004 M6.6 Niigata Chuetsu earthquake for the development of the seismic fragility curve. The development processes are: 1) slice the railway system as 200 m segments and assigned damage levels and intensity measures (IMs) to each segment; 2) calculate probability of damage for a given IM; 3) estimate fragility curves using the maximum likelihood estimation regression method. Among IMs considered for fragility curves, spectral acceleration at 3 second period has the most prediction power for the probability of damage occurrence. Also, viaduct-type structure provides less scattered probability data points resulting in the best-fitted fragility curve, but for the tunnel-type structure data are poorly scattered for which fragility curve fitted is not meaningful. For validation purpose fragility curves developed are applied to the 2016 M7.0 Kumamoto earthquake case history by which another high-speed railway system was damaged. The number of actual damaged segments by the 2016 event is 25, and the number of equivalent damaged segments predicted using fragility curve is 22.21. Both numbers are very similar indicating that the developed fragility curve fits well to the Kumamoto region. Comparing with railway fragility curves from HAZUS, we found that HAZUS fragility curves are more conservative.

키워드

과제정보

연구 과제 주관 기관 : Ministry of Land, Infrastructure and Transport

This research was supported by a grant (20CTAPC152247-02) from Technology Advancement Research Program funded by Ministry of Land, Infrastructure and Transport of Korean government. We greatly appreciate the support. Also, we thank two anonymous reviewers and the associate editor for their constructive review comments.

참고문헌

  1. Argyroudis, S.A. and Kaynia, A. (2015), "Analytical seismic fragility functions for highway and railway embankments and cuts", Earthq. Eng. Struct. Dyn., 44(11), 1863-1879. https://doi.org/10.1002/eqe.2563.
  2. Argyroudis, S.A. and Pitilakis, K.D. (2012), "Seismic fragility curves of shallow tunnels in alluvial deposits", Soil Dyn. Earthq. Eng., 35, 1-12. https://doi.org/10.1016/j.soildyn.2011.11.004.
  3. Baker, J.W. (2015), "Efficient analytical fragility function fitting using dynamic structural analysis", Earthq. Spectra, 31(1), 579-599. https://doi.org/10.1193%2F021113EQS025M. https://doi.org/10.1193/021113EQS025M
  4. Balkaya, C. and Kalkan, E. (2004), "Seismic vulnerability, behavior and design of tunnel form building structures", Eng. Struct., 26(14), 2081-2099. https://doi.org/10.1016/j.engstruct.2004.07.005.
  5. Basoz, N. and Mander, J. (1999), "Enhancement of the highway transportation lifeline module in HAZUS", Nat. Inst. Build. Sci., 16(1), 31-40.
  6. Boore, D.M., Stewart, J.P., Seyhan, E. and Atkinson, G.M. (2014), "NGA-West2 equations for predicting PGA, PGV, and 5% damped PSA for shallow crustal earthquakes", Earthq. Spectra, 30(3), 1057-1085. https://doi.org/10.1193%2F070113EQS184M. https://doi.org/10.1193/070113EQS184M
  7. da Porto, F., Tecchio, G., Zampieri, P., Modena, C. and Prota, A. (2016), "Simplified seismic assessment of railway masonry arch bridges by limit analysis", Struct. Infra. Eng., 12(5), 567-591. https://doi.org/10.1080/15732479.2015.1031141.
  8. Federal Emergency Management Agency (FEMA) (2014), HAZUS-MH 2.1 Technical Manual: Earthquake Model.
  9. Kim, H., Shin, C., Lee, T., Lee, J. and Park, D. (2014), "A study on the development of the seismic fragility functions of the high speed railway tunnels in use", J. Kor. Geo-Environ. Soc., 15(11), 67-75. https://doi.org/10.14481/jkges.2014.15.11.67.
  10. Kircher, C.A., Whitman, R.V. and Holmes, W.T. (2006), "HAZUS earthquake loss estimation methods", Nat. Haz. Rev., 7(2), 45-59. https://doi.org/10.1061/(ASCE)1527-6988(2006)7:2(45).
  11. Kwak, D.Y., Stewart, J.P., Brandenberg, S.J. and Mikami, A. (2016), "Characterization of seismic levee fragility using field performance data", Earthq. Spectra, 32(1), 193-215. https://doi.org/10.1193%2F030414EQS035M. https://doi.org/10.1193/030414eqs035m
  12. Ministry of Land, Infrastructure, Transport and Tourism (MLIT) (2016), Damage status of Shinkansen Kyushu Line by the Kumamoto Earthquake, Supplement Material for the 13th meeting of Shinkansen Derailment Counter Measurement (in Japanese).
  13. Li, L., Bu, Y., Jia, H., Zheng, S., Zhang, D. and Bi, K. (2017), "An improved approach for multiple support response spectral analysis of a long-span high-pier railway bridge", Earthq. Struct., 13(2), 193-200. https://doi.org/10.12989/eas.2017.13.2.193.
  14. Liu, X.R., Li, D.L., Wang, J.B. and Wang, Z. (2015), "Surrounding rock pressure of shallow-buried bilateral bias tunnels under earthquake", Geomech. Eng., 9(4), 427-445. https://doi.org/10.12989/gae.2015.9.4.427.
  15. Lu, J., Chen, X., Ding, M., Zhang, X., Liu, Z. and Yuan, H. (2019), "Experimental and numerical investigation of the seismic performance of railway piers with increasing longitudinal steel in plastic hinge area", Earthq. Struct., 17(6), 545-556. https://doi.org/10.12989/eas.2019.17.6.545.
  16. Ogura, M. (2006), The Niigata Chuetsu Earthquake - Railway Response and Reconstruction, Japan Railway and Transport Review, 43/44.
  17. Porter, K., Kennedy, R. and Bachman, R. (2007), "Creating fragility functions for performance-based earthquake engineering", Earthq. Spectra, 23, 471-489. https://doi.org/10.1193%2F1.2720892. https://doi.org/10.1193/1.2720892
  18. Shao, G., Jiang, L. and Chouw, N. (2014), "Experimental investigations of the seismic performance of bridge piers with rounded rectangular cross-sections", Earthq. Struct., 7(4), 463-484. http://doi.org/10.12989/eas.2014.7.4.463.
  19. United States Geological Survey (USGS) (2019a), M 6.6 - near the West Coast of Honshu, Japan. https://earthquake.usgs.gov/earthquakes/eventpage/usp000d6vk/executive.
  20. United States Geological Survey (USGS) (2019b), M 7.0 - 1km E of Kumamoto-shi, Japan. https://earthquake.usgs.gov/earthquakes/eventpage/us20005iis/executive.
  21. Yang, S. and Kwak, D. (2019), "Development of empirical fragility function for high-speed railway system using 2004 Niigata earthquake case history", J. Kor. Geotech. Soc., 35(11), 111-119 (in Korean). https://doi.org/10.7843/kgs.2019.35.11.111.
  22. Yilmaz, M.F., Caglayan, B.O. and Ozakgul, K. (2019), "Probabilistic seismic risk assessment of simply supported steel railway bridges", Earthq. Struct., 17(1), 91-99. https://doi.org/10.12989/eas.2019.17.1.091.

피인용 문헌

  1. Seismic fragility analysis of a cemented Sand-gravel dam considering two failure modes vol.26, pp.6, 2020, https://doi.org/10.12989/cac.2020.26.6.483