Structural Monitoring and Maintenance

  • 제7권4호
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  • Pages.367-392
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  • 2020
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  • 2288-6605(pISSN)
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  • 2288-6613(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Effects of curvature radius on vulnerability of curved bridges subjected to near and far-field strong ground motions

  • 투고 : 2020.03.23
  • 심사 : 2020.10.05
  • 발행 : 2020.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

The specific characteristics of near-field earthquake records can lead to different dynamic responses of bridges compared to far-field records. However, the effect of near-field strong ground motion has often been neglected in the seismic performance assessment of the bridges. Furthermore, damage to horizontally curved multi-frame RC box-girder bridges in the past earthquakes has intensified the potential of seismic vulnerability of these structures due to their distinctive dynamic behavior. Based on the nonlinear time history analyses in OpenSEES, this article, assesses the effects of near-field versus far-field earthquakes on the seismic performance of horizontally curved multi-frame RC box-girder bridges by accounting the vertical component of the earthquake records. Analytical seismic fragility curves have been derived thru considering uncertainties in the earthquake records, material and geometric properties of bridges. The findings indicate that near-field effects reasonably increase the seismic vulnerability in this bridge sub-class. The results pave the way for future regional risk assessments regarding the importance of either including or excluding near-field effects on the seismic performance of horizontally curved bridges.

키워드

과제정보

This work was supported by Babol Noshirvani University of Technology under Grant BNUT/370680/97. This financial support is gratefully acknowledged.

참고문헌

  1. Amjadian, M. and Agrawal, A.K. (2016), "Rigid-body motion of horizontally curved bridges subjected to earthquake-induced pounding", J. Bridge Eng., 21(12), 04016090. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000962
  2. Ayyub, B.M. and Lai, K.L. (1989). Structural reliability assessment using latin hypercube sampling, In Structural Safety and Reliability.
  3. Baker, J.W., Lin, T., Shahi, S.K. and Jayaram, N. (2011), New ground motion selection procedures and selected motions for the PEER transportation research program. Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, PEER Report (2011/3).
  4. Banerjee, S. and Shinozuka, M. (2007), "Nonlinear static procedure for seismic vulnerability assessment of bridges", Comput.-Aided Civil Infrastruct. Eng., 22(4), 293-305. https://doi.org/10.1111/j.1467-8667.2007.00486.x
  5. Bavirisetty, R., Vinayagamoorthy, M. and Duan, L. (2000), Dynamic analysis. Bridge engineering handbook, (Eds., W.F. Chen and L. Duan), CRC Press, Boca Raton, FL.
  6. Bolt, B.A. (2004), "Seismic input motions for nonlinear structural analysis", ISET J. Earthq. Technol., 41(2), 223-232.
  7. Bozorgzadeh, A., Megally, S., Restrepo, J. and Ashford, S. (2005), "Seismic response and capacity evaluation of sacrificial exterior shear keys of bridge abutments", Dept. of Structural Engineering, Univ. of California, San Diego
  8. CALTRANS (2004), Seismic Design Criteria. (Version 1.3), California Department of Transportation, Sacramento, California.
  9. CALTRANS. (2007), Reinforced concrete bridge capacity assessment training manual. Structure Maintenance and Investigations Rep., Sacramento, CA.
  10. Chang, G. and Mander, J.B. (1994), Seismic energy based fatigue damage analysis of bridge columns: part 1-evaluation of seismic capacity
  11. Chioccarelli, E. (2010), Design earthquakes for PBEE in far-field and near-source conditions(Doctoral dissertation, PhD Thesis, Dipartimento di ingegneria Strutturale, Universita degli Studi di Napoli Federico II, Italy, available at: http://www.dist.unina.it/doc/tesidott/PhD2010.Chioccarelli.pdf).
  12. Choi, E. (2002), Seismic analysis and retrofit of mid-America bridges(Doctoral dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology).
  13. Choi, I., Kim, M.K., Choun, Y.S. and Seo, J.M. (2005), "Shaking table test of steel frame structures subjected to scenario earthquakes", Nuclear Eng. Technol., 37(2), 191-200.
  14. Cornell, C.A., Jalayer, F., Hamburger, R.O. and Foutch, D.A. (2002), "Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines", J. Struct. Eng., 128(4), 526-533. https://doi.org/10.1061/(asce)0733-9445(2002)128:4(526)
  15. DesRoches, R., Comerio, M., Eberhard, M., Mooney, W. and Rix, G.J. (2011), "Overview of the 2010 Haiti earthquake", Earthq. Spectra, 27(1), 1-21. https://doi.org/10.1193/1.3525379
  16. Domaneschi, M., Sigurdardottir, D. and Glisic, B. (2017), "Damage detection on output-only monitoring of dynamic curvature in composite decks", Struct. Monit. Maint., 4(1), 1-15. https://doi.org/10.12989/smm.2017.4.1.001
  17. Dutta, A. (1999), On energy based seismic analysis and design of highway bridges (Doctoral dissertation, State University of New York at Buffalo).
  18. Ellingwood, B. and Hwang, H. (1985), "Probabilistic descriptions of resistance of safety-related structures in nuclear plants", Nuclear Eng. Design, 88(2), 169-178. https://doi.org/10.1016/0029-5493(85)90059-7
  19. Falamarz-Sheikhabadi, M.R. and Zerva, A. (2017), "Analytical seismic assessment of a tall long-span curved reinforced-concrete bridge. Part I: numerical modeling and input excitation", J. Earthq. Eng., 21(8), 1305-1334. https://doi.org/10.1080/13632469.2016.1211565
  20. Fang, J., Li, Q., Jeary, A. andLiu, D. (1999), "Damping of tall buildings: Its evaluation and probabilistic characteristics", Struct. Des. Tall Build., 8(2), 145-153. https://doi.org/10.1002/(SICI)1099-1794(199906)8:2<145::AID-TAL127>3.0.CO;2-1
  21. Fung, G., LeBeau, R., Klein, E., Belvedere, J. and Goldschmidt, A. (1971), Field investigation of bridge damage in the San Fernando earthquake. Bridge Department, Division of Highways, California Department of Transportation, Sacramento, California. Preliminary Report.
  22. Galal, K. and Ghobarah, A. (2006), "Effect of near-fault earthquakes on North American nuclear design spectra", Nuclear Eng. Design, 236(18), 1928-1936. https://doi.org/10.1016/j.nucengdes.2006.02.002
  23. HAZUS-MH (2011), Multi-Hazard Loss Estimation Methodology: Earthquake Model HAZUS-MH MR5 Technical Manual, Federal Emergency Management Agency, Washington DC.
  24. Jeon, J.S., DesRoches, R., Kim, T. and Choi, E. (2016), "Geometric parameters affecting seismic fragilities of curved multi-frame concrete box-girder bridges with integral abutments", Eng. Struct., 122, 121-143. https://doi.org/10.1016/j.engstruct.2016.04.037
  25. Jeon, J.S., Shafieezadeh, A., Lee, D.H., Choi, E. and DesRoches, R. (2015), "Damage assessment of older highway bridges subjected to three-dimensional ground motions: characterization of shear-axial force interaction on seismic fragilities", Eng. Struct., 87, 47-57. https://doi.org/10.1016/j.engstruct.2015.01.015
  26. Mackie, K.R., Wong, J.M. and Stojadinovic, B. (2007), Integrated probabilistic performance-based evaluation of benchmark reinforced concrete bridges (PEER Report 2007/09). Berkeley, CA: Pacific Earthquake Engineering Research Center, University of California.
  27. Mander, J.B., Kim, D.K., Chen, S.S. and Premus, G.J. (1996), Response of steel bridge bearings to the reversed cyclic loading. Rep. No. NCEER 96-0014, NCEER.
  28. Mangalathu, S., Choi, E., Park, H.C. and Jeon, J.S. (2018), "Probabilistic Seismic Vulnerability Assessment of Tall Horizontally Curved Concrete Bridges in California", J. Perform. Constr. Fac., 32(6), 04018080. https://doi.org/10.1061/(asce)cf.1943-5509.0001231
  29. McKenna, F., Scott, M.H. and Fenves, G.L. (2009), "Nonlinear finite-element analysis software architecture using object composition", J. Comput. Civil Eng., 24(1), 95-107. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000002
  30. Megally, S.H., Silva, P.F. and Seible, F. (2001), Seismic response of sacrificial shear keys in bridge abutments, Report No. SSRP-200l/23, Department of Structural Engineering, University of California, San Diego, (2001).
  31. Menegotto, M. (1973), "Method of analysis for cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending", Proceedings of the IABSE symposium on resistance and ultimate deformability of structures acted on by well defined repeated loads.
  32. Mirza Goltabar Roshan, A, Naseri, A. and Pati, Y.M. (2018), "Probabilistic evaluation of seismic vulnerability of multi-span bridges in northern of Iran", J. Struct. Constr. Eng., 5(1), 36-54 (in persian).
  33. Muthukumar, S. (2003), A contact element approach with hysteresis damping for the analysis and design of pounding in bridges (Doctoral dissertation, Georgia Institute of Technology).
  34. Muthukumar, S. andDesRoches, R. (2006), "A Hertz contact model with non‐linear damping for pounding simulation", Earthq. Eng. Struct. D., 35(7), 811-828. https://doi.org/10.1002/eqe.557
  35. Naseri, A., Mirzagoltabar roshan, A., Pahlavan, H. and Ghodrati Amiri, G. (2020), "Probabilistic seismic assessment of RC box-girder bridges retrofitted with FRP and steel jacketing", Coupled Syst. Mech., 9(4), 359. https://doi.org/10.12989/CSM.2020.9.4.359
  36. Naseri, A., Pahlavan, H. and Ghodrati Amiri, G. (2017), "Probabilistic seismic assessment of RC frame structures in North of Iran using fragility curves", J. Struct. Constr. Eng., 4(4), 58-78. doi: 10.22065/jsce.2017.78827.1095.
  37. NBI. (2010), (National Bridge Inventory), National Bridge inventory data, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
  38. Nielson, B.G. (2005), Analytical fragility curves for highway bridges in moderate seismic zones (Doctoral dissertation, Georgia Institute of Technology).
  39. Nielson, B.G. and DesRoches, R. (2007a), "Analytical seismic fragility curves for typical bridges in the central and southeastern United States", Earthq. Spectra, 23(3), 615-633. https://doi.org/10.1193/1.2756815
  40. Nielson, B.G. and DesRoches, R. (2007b), "Seismic fragility methodology for highway bridges using a component level approach", Earthq. Eng. Struct. D., 36(6), 823-839. https://doi.org/10.1002/eqe.655
  41. Nielson, B.G. and Mackie, K.R. (2009), "Tracking uncertainties from component level to system level fragility analyses through simulation", Proceedings of the 10th Technical Council on Lifeline Earthquake Engineering (TCLEE) Int. Conf. on Structural Safety and Reliability. Reston, VA: ASCE.
  42. Padgett, J.E. (2007), Seismic vulnerability assessment of retrofitted bridges using probabilistic methods (Georgia Institute of Technology.
  43. Pahlavan, H., Naseri, A., Rafiei, S. and Baghery, H. (2018), Seismic Vulnerability Assessment of Horizontally Curved Multi frame RC Box-Girder Bridges Considering the Effect of Column Heights and Span Numbers.
  44. Pahlavan, H., Zakeri, B. and Ghodrati Amiri, G. (2017), "Probabilistic Performance Assessment of Retrofitted Horizontally Curved Multi-Frame RC Box-Girder Bridges", J. Earthq.Tsunami, 11(4), p 1750010. https://doi.org/10.1142/S1793431117500105
  45. Pahlavan, H., Zakeri, B., Amiri, G.G. and Shaianfar, M. (2015), "Probabilistic vulnerability assessment of horizontally curved multiframe RC box-girder highway bridges", J. Perform. Constr. Fac., 30(3), p 04015038. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000780
  46. Ramanathan, K.N. (2012), Next generation seismic fragility curves for California bridges incorporating the evolution in seismic design philosophy (Doctoral dissertation, Georgia Institute of Technology).
  47. Seo, J. and Linzell, D.G. (2012), "Horizontally curved steel bridge seismic vulnerability assessment", Eng. Struct., 34, 21-32. https://doi.org/10.1016/j.engstruct.2011.09.008
  48. Shamsabadi, A., Khalili-Tehrani, P., Stewart, J.P. and Taciroglu, E. (2010), "Validated simulation models for lateral response of bridge abutments with typical backfills", J. Bridge Eng., 15(3), 302-311. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000058
  49. Stewart, J.P., Chiou, S.J., Bray, J.D., Graves, R.W., Somerville, P.G. and Abrahamson, N.A. (2002), "Ground motion evaluation procedures for performance-based design", Soil Dynam. Earthq. Eng., 22(9-12), 765-772. https://doi.org/10.1016/S0267-7261(02)00097-0
  50. Tondini, N. and Stojadinovic, B. (2012), "Probabilistic seismic demand model for curved reinforced concrete bridges", Bull. Earthq. Eng., 10(5), 1455-1479. https://doi.org/10.1007/s10518-012-9362-y
  51. Wang, J.Y. and Ni, Y.Q. (2015), "Refinement of damage identification capability of neural network techniques in application to a suspension bridge", Struct. Monit. Maint., 2(1), 77-93. https://doi.org/10.12989/smm.2015.2.1.077
  52. Xie, Y., Zhang, J., DesRoches, R. and Padgett, J.E. (2019), "Seismic fragilities of single‐column highway bridges with rocking column-footing", Earthq. Eng. Struct. D., 48(7), 843-864. https://doi.org/10.1002/eqe.3164
  53. Yang, C.S., DesRoches, R. and Padgett, J.E. (2009), "Analytical fragility models for box girder bridges with and without protective systems", Proceedings of the Structures Congress 2009: Don't Mess with Structural Engineers: Expanding Our Role (pp. 1-10).
  54. Zakeri, B. (2013), Seismmic Vulnerability Assessment of Retrofitted Skewed Concrete Bridges Using Probabilistic Methods (PhD thesis) Iran University of Science and Technology.
  55. Zakeri, B., Padgett, J.E. and Ghodrati Amiri, G. (2013), "Fragility assessment for seismically retrofitted skewed reinforced concrete box girder bridges", J. Perform. Constr. Fac., 29(2), p 04014043. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000502