Earthquakes and Structures

  • 제23권3호
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  • Pages.259-269
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  • 2022
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Assessment of tunnel damage potential by ground motion using canonical correlation analysis

  • Chen, Changjian (Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University) ;
  • Geng, Ping (Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University) ;
  • Gu, Wenqi (Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University) ;
  • Lu, Zhikai (CCCC Highway Consultants Co., Ltd.) ;
  • Ren, Bainan (China Railway Construction Kunlun Metro Investment and Construction Management Co., Ltd.)
  • 투고 : 2022.06.28
  • 심사 : 2022.09.28
  • 발행 : 2022.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, we introduce a canonical correlation analysis method to accurately assess the tunnel damage potential of ground motion. The proposed method can retain information relating to the initial variables. A total of 100 ground motion records are used as seismic inputs to analyze the dynamic response of three different profiles of tunnels under deep and shallow burial conditions. Nine commonly used ground motion parameters were selected to form the canonical variables of ground motion parameters (GMPCCA). Five structural dynamic response parameters were selected to form canonical variables of structural dynamic response parameters (DRPCCA). Canonical correlation analysis is used to maximize the correlation coefficients between GMPCCA and DRPCCA to obtain multivariate ground motion parameters that can be used to comprehensively assess the tunnel damage potential. The results indicate that the multivariate ground motion parameters used in this study exhibit good stability, making them suitable for evaluating the tunnel damage potential induced by ground motion. Among the nine selected ground motion parameters, peck ground acceleration (PGA), peck ground velocity (PGV), root-mean-square acceleration (RMSA), and spectral acceleration (Sa) have the highest contribution rates to GMPCCA and DRPCCA and the highest importance in assessing the tunnel damage potential. In contrast to univariate ground motion parameters, multivariate ground motion parameters exhibit a higher correlation with tunnel dynamic response parameters and enable accurate assessment of tunnel damage potential.

키워드

과제정보

The authors appreciate the financial support from the National Natural Science Foundation of China (Key Program, Grant No. 52130808 and General Program, Grant No. 51878566) and National Key R & D Programme of China (Key Projects for International Science and Technology Innovation Cooperation between Governments, Grant No. 2022YFE0104300). We also would like to thank "Pacific Earthquake Engineering Research Center (https://ngawest2.berkeley.edu/site)" for the data support. The authors are also grateful to editor and anonymous reviewers for their valuable comments and suggestions on this paper.

참고문헌

  1. Akkar, S. and Ozen, Z. (2005), "Effect of peak ground velocity on deformation demands for SDOF systems", Earthq. Eng. Struct. Dyn., 34(13), 1551-1571. https://doi.org/10.1002/eqe.492.
  2. Anderson, J.C. and Bertero, V.V. (1987), "Uncertainties in establishing design earthquakes", J. Struct. Eng., 113(8), 1709-1724. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:8(1709)
  3. Arias, A. (1970), "Measure of earthquake intensity", Massachusetts Inst. of Tech., Cambridge. Univ. of Chile, Santiago de Chile.
  4. Balan, S.F., Tiganescu, A., Apostol, B.F. and Danet, A. (2019), "Post-earthquake warning for Vrancea seismic source based on code spectral acceleration exceedance", Earthq. Struct., 17(4), 365-372. https://doi.org/10.12989/eas.2019.17.4.365.
  5. Bardet, J.P., Ichii, K. and Lin, C.H. (2000), EERA: A Computer Program for Equivalent-linear Earthquake Site Response Analyses of Layered Soil Deposits User's Manual, University of Southern California, Department of Civil Engineering.
  6. Benioff, H. (1934), "The physical evaluation of seismic destructiveness", Bull. Seismol. Soc. Am., 4(24), 398-403. https://doi.org/10.1785/BSSA0240040398
  7. Cao, V.V. and Ronagh, H.R. (2014a), "Correlation between seismic parameters of far-fault motions and damage indices of low-rise reinforced concrete frames", Soil. Dyn. Earthq. Eng., 66, 102-112. https://doi.org/10.1016/j.soildyn.2014.06.020.
  8. Cao, V.V. and Ronagh, H.R. (2014b), "Correlation between parameters of pulse-type motions and damage of low-rise RC frames", Earthq. Struct., 7(3), 365-384. https://doi.org/10.12989/eas.2014.7.3.365.
  9. Chen, X., Zhou, X. and Shi, W. (2021), "Numerical analysis and shaking table test of seismic response of tunnel in a loess soil considering rainfall and traffic load", Rock Mech. Rock Eng., 54(3), 1005-1025. https://doi.org/10.1007/s00603-020-02291-0.
  10. Deng, A.M., Wang, X.D. and Xu, D.Y. (2012), "Numerical simulation of series experiments of concrete fracture", Key Eng. Mater., 488-489, 270-273. https://doi.org/10.4028/www.scientific.net/KEM.488-489.270.
  11. Dobry, R., Idriss, I.M. and Ng, E. (1978), "Duration characteristics of horizontal components of strong-motion earthquake records", Bull. Seismol. Soc. Am., 68(5), 1487-1520. https://doi.org/10.1785/BSSA0680051487.
  12. Du, X., Zhao, M. and Wang J. (2006), "A stress artificial boundary in fea for near-field wave problem", Chin. J. Theor. Appl. Mech., 38(1), 8.
  13. Elenas, A. (2000), "Correlation between seismic acceleration parameters and overall structural damage indices of buildings", Soil. Dyn. Earthq. Eng., 20(1-4), 93-100. https://doi.org/10.1016/S0267-7261(00)00041-5.
  14. Elenas, A. and Meskouris, K. (2001), "Correlation study between seismic acceleration parameters and damage indices of structures", Eng. Struct., 23(6), 698-704. https://doi.org/10.1016/S0141-0296(00)00074-2.
  15. Eurocode 8 (2004), Design of Structures for Earthquake Resistance, European Committee for Standardization, Brussels, Belgium.
  16. FEMA P695 (2009), Quantification of Building Seismic Performance Factors, Applied Technology Council, Washington, USA.
  17. GB/T 51336-2018 (2018), Standard for Seismic Design of Underground Structures, Ministry of Housing and Urban-Rural Development of the People's Republic of China, Beijing, China.
  18. Hadiani, N., Davoodi, M. and Jafari, M.K. (2013), "Correlation between settlement of embankment dams and ground motion intensity indices of pulse-like records", Iran. J. Sci. Technol. Transac. Civil Eng., 37(C1), 111.
  19. He, X.Q. (2015), Multivariate Statistical Analysis, China Renmin University Press, Beijing, China.
  20. Housner, G.W. (1952), "Spectrum intensities of strong-motion earthquakes", Symposium on Earthquake and Blast Effects on Structures, Oakland, USA, January.
  21. Housner, G.W. (1975), "Measures of severity of earthquake ground shaking", Proceedings of US National Conference on Earthquake Engineering, Englewood Cliffs, USA.
  22. Hu, Y. (2006), Earthquake Engineering, Seismological Press, Beijing, China.
  23. Jiao, H., Zhao, M. and Du, X. (2022) "Nonlinear response of tunnel portal under earthquake waves with different vibration directions", CMES-Comput. Model. Eng. Sci., 131(3), 1289-1314. https://doi.org/10.32604/cmes.2022.018540.
  24. JTG 3370.1-2018 (2018), Specifications for Design of Highway Tunnels Section 1 Civil Engineering, Ministry of Transport of the People's Republic of China, Beijing, China.
  25. Korzec, A. and Jankowski, R. (2021), "Effect of excitation intensity on slope stability assessed by a simplified approach", Earthq. Struct., 21(6), 601-612. https://doi.org/10.12989/eas.2021.21.6.601.
  26. Li, J., Lou, Y., Yang, X. and Jin, X. (2021), "Nonlinear seismic analysis of a train-tunnel-soil system and running safety assessment of metro vehicles", Soil. Dyn. Earthq. Eng., 147, 106772. https://doi.org/10.1016/j.soildyn.2021.106772.
  27. Liu, J., Wang, Z. and Du, X. (2005), "Three-dimensional viscoelastic artificial boundariesin time domain for wave motion problems", Eng. Mech., 22(6), 46-51. https://doi.org/10.3969/j.issn.1000-4750.2005.06.008.
  28. Medina, R. and Krawinkler, H. (2004), "Seismic demands for nondeteriorating frame structures and their dependence on ground motions", PEER Report 2003/15, Department of Civil and Environmental Engineering, Stanford University, USA.
  29. Oh, S., Shin, S. and Bagheri, B. (2019), "Stability evaluation of the acceleration and energy response spectra", Soil. Dyn. Earthq. Eng., 123, 124-143. https://doi.org/10.1016/j.soildyn.2019.03.025.
  30. Qiu, Y., Zhou, C. and Siha, A. (2020), "Correlation between earthquake intensity parameters and damage indices of high-rise rc chimneys", Soil. Dyn. Earthq. Eng., 137, 106282. https://doi.org/10.1016/j.soildyn.2020.106282.
  31. Riddell, R. and Garcia, J.E. (2001), "Hysteretic energy spectrum and damage control", Earthq. Eng. Struct. Dyn., 30(12), 1791- 1816. https://doi.org/10.1002/eqe.93.
  32. Riddell, R. (2012), "On ground motion intensity indices", Earthq. Spectra, 23(1), 147-173. https://doi.org/10.1193/1.2424748.
  33. Setumin, S., Aminudin, M. and Suandi, S.A. (2020), "Canonical correlation analysis feature fusion with patch of interest: a dynamic local feature matching for face sketch image retrieval", Ieee Access, 8, 137342-137355. https://doi.org/10.1109/ACCESS.2020.3009744.
  34. Sharma, S. and Judd, W.R. (1991), "Underground opening damage from earthquakes", Eng. Geol., 30(3), 263-276. https://doi.org/10.1016/0013-7952(91)90063-Q.
  35. Sucuoglu, H., Yucemen, S., Gezer, A. and Erberik, A. (1998), "Statistical evaluation of the damage potential of earthquake ground motions", Struct. Saf., 20(4), 357-378. https://doi.org/10.1016/S0167-4730(98)00018-6.
  36. Tyrtaiou, M. and Elenas, A. (2020), "Seismic damage potential described by intensity parameters based on hilbert-huang transform analysis and fundamental frequency of structures", Earthq. Struct., 18(4), 507-517. https://doi.org/10.12989/eas.2020.18.4.507.
  37. Uniform Building Code (1997), Structural Engineering Design Provisions, International Conference of Building Officials, California, USA.
  38. Vern, S., Shrimali, M.K., Bharti, S.D. and Datta, T.K. (2021), "Evaluation of the seismic response of liquid storage tanks", Earthq. Struct., 21(2), 205-217. https://doi.org/10.12989/eas.2021.21.2.205.
  39. Wen, W., Zhai, C., Li, S., Chang, Z. and Xie, L. (2014), "Constant damage inelastic displacement ratios for the near-fault pulselike ground motions", Eng. Struct., 59, 599-607. https://doi.org/10.1016/j.engstruct.2013.11.011.
  40. Wu, Y.M., Hsiao, N.C. and Teng, T.L. (2004), "Relationships between strong ground motion peak values and seismic loss during the 1999 Chi-Chi, Taiwan earthquake", Nat Hazard., 32(3), 357-373. https://doi.org/10.1023/B:NHAZ.0000035550.36929.d0.
  41. Yu, H.G., Huang, G.M. and Gao, J. (2012), "Multiset canonical correlation analysis using for blind source separation", Appl. Mech. Mater., 195-196, 104-108. https://doi.org/10.4028/www.scientific.net/AMM.195-196.104.
  42. Zhao, G., Gardoni, P. and Xu, L. (2022), "Probabilistic seismic demand models for circular tunnels subjected to transversal seismic load", Tunnel. Undergr. Sp. Tech., 125, 104527. https://doi.org/10.1016/j.tust.2022.104527.
  43. Zhong, Z., Wang, Z., Zhao, M. and Du, X. (2020), "Structural damage assessment of mountain tunnels in fault fracture zone subjected to multiple strike-slip fault movement", Tunnel. Undergr. Sp. Tech., 104, 103527. https://doi.org/10.1016/j.tust.2020.103527.
  44. Zhou, Y., Wu, Y., Shangguan, Z. and Wang, Z. (2018), "Effects of spatially varying seismic ground motions and incident angles on behavior of long tunnels", Adv. Civil Eng., 2018, Article ID 8195396. https://doi.org/10.1155/2018/8195396.
  45. Zi, H., Ding, Z. and Shi, C. (2021), "Effect of voids on the seismic vulnerability of mountain tunnels", Soil. Dyn. Earthq. Eng., 148, 106833. https://doi.org/10.1016/j.soildyn.2021.106833.