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Sensitivity analysis to determine seismic retrofitting column location in reinforced concrete buildings

  • Seo, Hyunsu (Institute of Technology Team, Daon Co., LTD) ;
  • Park, Kyoungsub (Department of Civil Engineering, University fo Texas at Arlington) ;
  • Kwon, Minho (Department of Civil Engineering, Gyeongsang National University) ;
  • Kim, Jinsup (Department of Civil Engineering, Gyeongsang National University)
  • Received : 2019.11.26
  • Accepted : 2021.02.04
  • Published : 2021.04.10

Abstract

Local school buildings are critical facilities that can provide shelter in disasters such as earthquakes, so they must be more resistant to seismic forces than other structures. In this study, a sensitivity analysis was conducted to determine which columns-as the most critical members in a reinforced concrete building-most urgently require seismic retrofitting. The sensitivity analysis was conducted using an optimization technique with the location of each column as a parameter. A numerical model was developed to simulate a realistic collapse mode through a three-dimensional dynamic analysis. Based on numerical analysis results, it was found that the columns positioned in the lower floors, such as the first floor and in the outer part of a building, urgently require retrofitting. For reinforcement of the RC columns, which has been proven for its performance in previous research, was applied. Through this study, the importance of appropriate retrofitting is demonstrated. Further, a method for determining the appropriate location for retrofitting-when retrofitting is not possible on the entire structure-is presented.

Keywords

References

  1. Applied Technology Council (1996), ATC-40: Seismic Evaluation and Retrofit of Concrete Buildings, Applied Technology Council, Redwood City, USA.
  2. Baker, J.W. and Cornell, C.A. (2003), "Uncertainty specification and propagation for loss estimation using FOSM method", Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.
  3. Building Seismic Safety Council (1997), FEMA_273: NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, DC, USA:
  4. Camp, C.V. and Bichon, B.J. (2004), "Design of space trusses using ant colony optimization", ASCE J. Struct. Eng., 103, 741-751. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:5(741).
  5. Chen, Z.Y., Zhao, H. and Lou, M.L. (2016), "Seismic performance and optimal design of framed underground structures with lead-rubber bearings", Struct. Eng. Mech., 58(2), 259-276. https://doi.org/10.12989/sem.2016.58.2.259.
  6. Chopra, A.K. (1995), Dynamics of Structures, Prentice Hall, New Jersey, USA.
  7. Comartin, C.D., Niewiarowski, R.W., Freeman, S.A. and Turner, F.M. (2000), "Seismic evaluation and retrofit of concrete buildings: a practical overview of the ATC-40 Document", Earthq. Spectra, 16, 241-261. https://doi.org/10.1193/1.1586093.
  8. Crozet, V., Politopoulos, L., Yang, M., Martinez, J. M. and Erlicher, S. (2018), "Sensitivity analysis of pounding between adjacent structures", Earthq. Eng. Struct. Dyn., 47, 219-235. https://doi.org/10.1002/eqe.2949.
  9. Delgarm, N., Sajadi, B., Azarbad, K. and Delgarm, S. (2018), "Sensitivity analysis of building energy performance: A simulation-based approach using OFAT and variance-based sensitivity analysis methods", J. Build. Eng., 15, 181-193. https://doi.org/10.1016/j.jobe.2017.11.020.
  10. Fardis, M.N. (2013), "Performance- and displacement-based seismic design and assessment of concrete structures in fib Model Code 2010", Struct. Concrete, 14(3), 215-229. https://doi.org/10.1002/suco.201300001.
  11. Gharehbaghi, S. (2018), "Damage controlled optimum seismic design of reinforced concrete framed structures", Struct. Eng. Mech., 65(1), 53-68. https://doi.org/10.12989/sem.2018.65.1.053.
  12. Gharehbaghi, S., Moustafa, A. and Salajegheh, E. (2016), "Optimum seismic design of reinforced concrete frame structures", Comput. Concrete, 17(6), 761-786. https://doi.org/10.12989/cac.2016.17.6.761.
  13. Hadidi, A., Jasour, R. and Rafiee, A. (2016), "On the progressive collapse resistant optimal seismic design of steel frames", Struct. Eng. Mech., 60(5), 761-779, https://doi.org/10.12989/sem.2016.60.5.761.
  14. Han, S.H. and Kim, J.K. (2013), "Sensitivity analysis for seismic response of staggered wall structures", J. Arch. Inst. Korea Struct. Constr., 29, 19-26. https://doi.org/10.5659/JAIK_SC.2013.29.5.19.
  15. Jeon, B.G., Choi, H.S., Hahm, D.G. and Kim, N.S. (2015), "Seismic fragility analysis of base isolated NPP piping systems", J. Earthq. Eng. Soc. Korea, 19, 29-36. https://doi.org/10.5000/EESK.2015.19.1.029.
  16. Karim, K.R. and Yamazaki, F. (2001), "Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation", Earthq. Eng. Struct. Dyn., 30, 1839-1856. https://doi.org/10.1002/eqe.97.
  17. Ke, K. and Yam, M.C. (2016), "Energy-factor-based damage-control evaluation of steel MRF systems with fuses", Steel Compos. Struct., 22(3), 589-611. https://doi.org/10.12989/scs.2016.22.3.589.
  18. Lamarque, C.H., Pernot, S. and Cuer, A. (2000), "Damping identification in multi-degree-of-freedom systems via a wavelet-logarithmic decrement-Part1: Theory", J. Sound Vib., 235, 361-374. https://doi.org/10.1006/jsvi.1999.2928.
  19. Lee, S.J. and Han, W.D. (2011), "Truss size optimization using ant colony optimization algorithm", J. Arch. Inst. Korea Struct. Constr., 27, 21-28.
  20. Lee, T.H. and Mosalam, K.M. (2005), "Seismic demand sensitivity of reinforced concrete shear-wall building using FOSM method", Earthq. Eng. Struct. Dyn., 34, 1719-1736. https://doi.org/10.1002/eqe.506.
  21. Lee, T.H. and Mosalam, K.M. (2006), "Probabilistic seismic evaluation of reinforced concrete structural components and systems", Report 2006/04, Pacific Earthquake Engineering Research Center, University of California, Berkeley, USA.
  22. Lee, T.H. and Mosalam, K.M. (2009), "Identifying significant components of structures for seismic performance using FOSM method", J. Earthq. Eng. Soc. Korea, 13, 37-45. https://doi.org/10.5000/EESK.2009.13.4.037.
  23. Li, Y., Lin, F., Gu, X. and Lu, X. (2014), "Numerical research of a super-large cooling tower subjected to accidental loads", Nucl. Eng. Des., 269, 184-192. https://doi.org/10.1016/j.nucengdes.2013.08.028.
  24. Mori, Y. and Ellingwood, B.R. (1994), "Maintaining reliability of concrete structures. I: Role of inspection/repair", J. Struct. Eng., 120(3), 824-845. https://doi.org/10.1061/(asce)0733-9445(1994)120:3(846).
  25. Nunez, E., Torres, R. and Herrera, R. (2017), "Seismic performance of moment connections in steel moment frames with HSS columns", Steel Compos. Struct., 25(3), 271-286. https://doi.org/10.12989/scs.2017.25.3.271.
  26. Park, Y.J. and Ang, A.H.S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng., 111(4), 722-739. https://doi.org/10.1061/(asce)0733-9445(1985)111:4(722)
  27. Porter, K.A., Beck, J.L. and Shaikhutdinov, R.V. (2002), "Sensitivity of building loss estimates to major uncertain variables", Earthq. Spectra, 18, 719-743. https://doi.org/10.1193/1.1516201.
  28. Rackauskaite, E., Kotsovinos, P. and Rein, G. (2017), "Model parameter sensitivity and benchmarking of the explicit dynamic solver of LS-DYNA for structural analysis in case of fire", Fire Saf. J., 90, 123-138. https://doi.org/10.1016/j.firesaf.2017.03.002.
  29. Schluter, M. and Gerdts, M. (2010), "The oracle penalty method", J. Global Optimiz., 47, 293-325. https://doi.org/10.1007/s10898-009-9477-0.
  30. Sedek, F., Main, J.A., Lew, H.S. and Bao, Y. (2011), "Testing and analysis of steel and concrete beam-column assemblies under a column removal scenario", J. Struct. Eng., 137, 881-892. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000422.
  31. Seo, H., Kim, J. and Kwon, M. (2016), "Evaluation of damaged RC columns with GFRP-strip device", J. Compos. Constr., 20, 04015089. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000650.
  32. Shibata, A. and Sozen, M.A. (1976), "Substitute-structure method for seismic design in R/C", J. Struct. Div., 102(1), 1-18. https://doi.org/10.1061/JSDEAG.0004250.
  33. Svantesson, P. (2013), "Simulations of the response of concrete structures subjected to air blasts", TVSM.
  34. US Nuclear Regulatory Commission. (2007), Regulatory Guide 1.61: Damping Values for Seismic Design of Nuclear Power Plants, US Nuclear Regulatory Commission, Office of Nuclear Regulatory Research, Washington, DC.
  35. Val, D., Bljuger, F. and Yankelevsky, D. (1997), "Reliability evaluation in nonlinear analysis of reinforced concrete structures", Struct. Saf., 19(2), 203-217. https://doi.org/10.1016/s0167-4730(96)00025-2.
  36. Yang, I.H. (2007), "Uncertainty and sensitivity analysis of time-dependent effects in concrete structures", Eng. Struct., 29(7), 1366-1374. https://doi.org/10.1016/j.engstruct.2006.07.015.
  37. Zhang, D. and Fleischman, R. (2019), "Verification of diaphragm seismic design factors for precast concrete parking structures", Struct. Eng. Mech., 71(6), 643-656. https://doi.org/10.12989/sem.2019.71.6.643.