DOI QR코드

DOI QR Code

Derivation of analytical fragility curves using SDOF models of masonry structures in Erzincan (Turkey)

  • Karimzadeh, Shaghayegh (Department of Civil Engineering, Middle East Technical University) ;
  • Kadas, Koray (Department of Civil Engineering, Middle East Technical University) ;
  • Askan, Aysegul (Department of Civil Engineering, Middle East Technical University) ;
  • Erberik, M. Altug (Department of Civil Engineering, Middle East Technical University) ;
  • Yakut, Ahmet (Department of Civil Engineering, Middle East Technical University)
  • Received : 2019.01.24
  • Accepted : 2020.01.04
  • Published : 2020.02.25

Abstract

Seismic loss estimation studies require fragility curves which are usually derived using ground motion datasets. Ground motion records can be either in the form of recorded or simulated time histories compatible with regional seismicity. The main purpose of this study is to investigate the use of alternative ground motion datasets (simulated and real) on the fragility curves. Simulated dataset is prepared considering regional seismicity parameters corresponding to Erzincan using the stochastic finite-fault technique. In addition, regionally compatible records are chosen from the NGA-West2 ground motion database to form the real dataset. The paper additionally studies the effects of hazard variability and two different fragility curve derivation approaches on the generated fragility curves. As the final step for verification purposes, damage states estimated for the fragility curves derived using alternative approaches are compared with the observed damage levels from the 1992 Erzincan (Turkey) earthquake (Mw=6.6). In order to accomplish all these steps, a set of representative masonry buildings from Erzincan region are analyzed using simplified structural models. The results reveal that regionally simulated ground motions can be used alternatively in fragility analyses and damage estimation studies.

Keywords

Acknowledgement

Supported by : Turkish National Geodesy and Geophysics Union

References

  1. Ancheta, T.D., Darragh, R.B., Stewart, J.P., Seyhan, E., Silva, W.J., Chiou, B.S.J., Wooddell, K.E., Graves, R.W., Kottke, A.R., Boore, D.M., Kishida, T. and Donahue, J.L. (2013), "PEER NGA-West2 Database", PEER 2013/03, Pacific Earthquake Engineering Research Center.
  2. Anderson, J. and Hough, S. (1984), "A model for the shape of the Fourier amplitude spectrum of acceleration at high frequencies", Bull. Seismol. Soc. Am., 74(5), 1969-1993.
  3. Ansal, A., Akinci, A., Cultrera, G., Erdik, M., Pessina, V., Tonuk, G. and Ameri, G. (2009), "Loss estimation in Istanbul based on deterministic earthquake scenarios of the Marmara Sea region (Turkey)", Soil Dyn. Earthq. Eng., 29(4), 699-709. https://doi.org/10.1016/j.soildyn.2008.07.006.
  4. Applied Technology Council, ATC (1985), Earthquake Damage Evaluation Data for California, ATC-13 Report, California, U.S.A.
  5. Applied Technology Council, ATC (2004), FEMA 440, Improvement of Nonlinear Static Seismic Analysis Procedures, ATC-55 Project Report, prepared for the Federal Emergency Management Agency, Washington D.C., U.S.A.
  6. Askan, A. and Yucemen, M.S. (2010), "Probabilistic methods for the estimation of potential seismic damage: Application to reinforced concrete buildings in Turkey", Struct. Saf., 32(4), 262-271. https://doi.org/10.1016/j.strusafe.2010.04.001.
  7. Askan, A., Karimzadeh, S. and Bilal, M. (2017), "Seismic Intensity Maps for North Anatolian Fault Zone (Turkey) based on recorded and simulated ground motion data", Active Global Seismology, Neotectonics and Earthquake Potential of the Eastern Mediterranean Region, John Wiley and Sons, Inc., N.J, U.S.A.
  8. Askan, A., Karimzadeh, S., Asten, M., Kilic, N., Sisman, F.N. and Erkmen, C. (2015), "Assessment of seismic hazard in Erzincan (Turkey) region: construction of local velocity models and evaluation of potential ground motions", Turkish J. Earth. Sci., 24(6), 529-565. https://doi.org/10.3906/yer-1503-8
  9. Askan, A., Sisman, F.N. and Ugurhan, B. (2013), "Stochastic strong ground motion simulations in sparsely-monitored regions: A validation and sensitivity study on the 13 March 1992 Erzincan (Turkey) earthquake", Soil Dyn. Earthq. Eng., 55, 170-181. https://doi.org/10.1016/j.soildyn.2013.09.014.
  10. Atkinson, G.M. and Goda, K. (2010), "Inelastic seismic demand of observed versus simulated ground-motion records for Cascadia subduction earthquakes", Bull. Seismol. Soc. Am., 100(1), 102-115. https://doi.org/10.1785/0120090023.
  11. Atkinson, G.M., Goda, K. and Assatourians, K. (2011), "Comparison of nonlinear structural responses for accelerograms simulated from the stochastic finite-fault approach versus the hybrid broadband approach", Bull. Seismol. Soc. Am., 101(6), 2967-2980. https://doi.org/10.1785/0120100308.
  12. 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
  13. Beresnev, I. and Atkinson, G. (1997), "Modeling finite-fault radiation from the wn spectrum", Bull. Seismol. Soc. Am., 87(1), 67-84.
  14. Boore, D.M. (1983), "Stochastic simulation of high-frequency ground motions based on seismological models of the radiated spectra", Bull. Seismol. Soc. Am., 73(6), 1865-1894.
  15. Boore, D.M. (2003), "Simulation of ground motion using the stochastic method", Pure Appl. Geophys., 160(3), 635-676. https://doi.org/10.1007/PL00012553.
  16. Boore, D.M. (2009), "Comparing stochastic point-source and finite-source ground-motion simulations: SMSIM and EXSIM", Bull. Seismol. Soc. Am., 99(6), 3202-3216. https://doi.org/10.1785/0120090056.
  17. Calvi, G.M. (1999), "A displacement-based approach for vulnerability evaluation of classes of buildings", J. Earthq. Eng., 3(3), 411-438. https://doi.org/10.1080/13632469909350353
  18. Cattari, S., Lagomarsino S. and Ottonelli, D. (2014), "Fragility curves for masonry buildings from empirical and analytical models", Proceedings of the 2nd Conference on Earthquake Engineering and Seismology, Istanbul, Turkey, August.
  19. Celik, O.C. and Ellingwood, B. (2010), "Seismic fragilities for non-ductile reinforced concrete frames-role of aleatoric and epistemic uncertainties", Struct. Saf., 32(1), 1-12. https://doi.org/10.1016/j.strusafe.2009.04.003.
  20. Clough, R.W. and Johnston, S.B. (1966), "Effect of stiffness degradation on earthquake ductility requirements", Proceedings of Japan Earthquake Engineering Symposium, Japan.
  21. Derakhshan, H. and Griffith, M.C. (2018). "Final report on fragility curves for URM building risk assessment in Australia", Bushfire and Natural Hazards Cooperative Research Centre, Melbourne, Australia.
  22. Ellingwood, B., Celik, O.C. and Kinali, K. (2007), "Fragility assessment of building structural systems in mid-America", Earthq. Eng. Struct. Dyn., 36, 1935-1952. https://doi.org/10.1002/eqe.693.
  23. Erberik, M.A. (2008), "Generation of fragility curves for Turkish masonry buildings considering in-plane failure modes", Earthq. Eng. Struct. Dyn., 37(3), 387-405. https://doi.org/10.1002/eqe.760.
  24. Erdik, M., Yuzugullu, O., Karakoc, C., Yilmaz, C. and Akkas, N. (1994), "March 13, 1992 Erzincan (Turkey) earthquake", Proceedings of the 10th World Conference on Earthquake Engineering, Balkema, Rotterdam.
  25. Galasso, C., Zareian, F., Iervolino, I. and Graves, R.W. (2012), "Elastic and post-elastic response of structures to hybrid broadband synthetic ground motions", Proceedings of the 9th International Conference on Urban Earthquake Engineering and the 4th Asia Conference on Earthquake Engineering, Tokyo Institute of Technology, Tokyo, Japan.
  26. Gokkaya, K. (2016), "Geographic analysis of earthquake damage in Turkey between 1900 and 2012", Geomat. Nat. Haz. Risk., 7(6), 1948-1961. https://doi.org/10.1080/19475705.2016.1171259.
  27. Graziotti, F., Penna, A. and Magenes, G. (2016). "A nonlinear SDOF model for the simplified evaluation of the displacement demand of low-rise URM buildings", B. Earthq. Eng., 14(6), 1589-1612. https://doi.org/10.1007/s10518-016-9896-5.
  28. Gurpinar, A., Abali, M., Yucemen, M. and Yesilcay, Y. (1978), "Feasibility of obligatory earthquake insurance in Earthquake Engineering Research Center", Report 78-05, Civil Eng. Depart., Middle East Technical University, Turkey.
  29. Hartzell, S. (1978), "Earthquake aftershocks as Green's functions", Geophys. Res. Lett., 5(1), 1-4. https://doi.org/10.1029/GL005i001p00001.
  30. Ibarra, L.F., Medina, R.A. and Krawinkler, H. (2005), "Hysteretic models that incorporate strength and stiffness deterioration", Earthq. Eng. Struc. Dyn., 34(12), 1489-511. https://doi.org/10.1002/eqe.495.
  31. Karimzadeh, S. (2019). "Seismological and engineering demand misfits for evaluating simulated ground motion records", Appl. Sci., 9(21), 4497. https://doi.org/10.3390/app9214497.
  32. Karimzadeh, S., Askan, A. and Yakut, A. (2017b), "Assessment of simulated ground motions for their use in structural engineering practice; a case study for Duzce (Turkey)", Pure Appl. Geophys., 174(9), 3325-3329. https://doi.org/10.1007/s00024-017-1673-0
  33. Karimzadeh, S., Askan, A., Erberik, M.A. and Yakut A. (2018). "Seismic damage assessment based on regional synthetic ground motion dataset: a case study for Erzincan, Turkey", Nat. Hazard., 92(3), 1-25. https://doi.org/10.1007/s11069-018-3255-6.
  34. Karimzadeh, S., Askan, A., Erberik, M.A. and Yakut, A. (2017c), "Seismic damage assessment in Erzincan (Turkey) utilizing synthetic ground motion records", Proceedings of the 16th World Conference on Earthquake Engineering, Santiago, Chile.
  35. Karimzadeh, S., Askan, A., Yakut, A. and Ameri, G. (2017a), "Assessment of alternative simulation techniques in nonlinear time history analyses of multi-story frame buildings: A case study", Soil Dyn. Earthq. Eng., 98, 38-53. https://doi.org/10.1016/j.soildyn.2017.04.004.
  36. Karimzadeh, S., Kadas, K., Erberik, M.A., Askan, A. and Yakut, A. (2017d), "A Study on fragility analyses of masonry buildings in erzincan (Turkey) utilizing simulated and real ground motion records", Proceedings of the 10th International Conference on Structural Dynamics (EURODYN), Rome, Italy.
  37. Lagomarsino, S. and Cattari, S. (2013), "Fragility functions of masonry buildings", SYNER-G: Typology Definition and Fragility Functions for Physical Elements at Seismic Risk, Springer, Switzerland.
  38. Lallemant, D., Kiremidjian, A. and Burton, H. (2015), "Statistical procedures for developing earthquake damage fragility curves", Earthq. Eng. Struc. Dyn., 44(9), 1373-1389. https://doi.org/10.1002/eqe.2522.
  39. Liu, Y., Yu, X., Lu, D. and Ma, F. (2018), "Impact of initial damage path and spectral shape on aftershock collapse fragility of RC frames", Earthq. Struct., 15(5), 529-540. https://doi.org/10.12989/eas.2018.15.5.529.
  40. Mengi, Y., McNiven, H.D. and Tanrikulu, A.K. (1992), "Models for nonlinear earthquake analysis of brick masonry buildings", Technical Report UCB-EERC 92/03, Earthquake Engineering and Research Center, University of California, California, U.S.A.
  41. Motazedian, D. and Atkinson, G.M. (2005), "Stochastic finite-fault modeling based on a dynamic corner frequency", Bull. Seismol. Soc. Am., 95(3), 995-1010. https://doi.org/10.1785/0120030207.
  42. Olsson, A., Sandberg, G. and Dahlblom, O. (2003), "On Latin hypercube sampling for structural reliability analysis", Struct. Saf., 25(1), 47-68. https://doi.org/10.1016/S0167-4730(02)00039-5.
  43. OpenSees (2017), Open System for Earthquake Engineering Simulation Software Version 2.4.5, University of California, Berkeley, CA, U.S.A. http://opensees.berkeley.edu.
  44. Park J.H. (2013), "Seismic response of SDOF systems representing masonry-infilled RC frames with damping systems", Eng. Struct., 56, 1735-1750. https://doi.org/10.1016/j.engstruct.2013.07.039.
  45. Park, J., Towashiraporn, P., Craig, J.I. and Goodno, B.J. (2009), "Seismic fragility analysis of low-rise unreinforced masonry structures", Eng. Struct., 31(1), 125-137. https://doi.org/10.1016/j.engstruct.2008.07.021.
  46. Rota M., Penna, A. and Magenes G. (2010), "A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses", Eng. Struct., 32(5), 1312-1323. https://doi.org/10.1016/j.engstruct.2010.01.009.
  47. Sengezer, B.S. (1993), "The damage distribution during March 13, 1992 Erzincan Earthquake", Proceedings of the 2nd National Earthquake Engineering Conference, Turkey.
  48. Sfahani, M.G. and Guan, H. (2018), "An extended cloud analysis method for seismic fragility assessment of highway bridges", Earthq. Struct., 15(6), 605-616. https://doi.org/10.12989/eas.2018.15.6.605.
  49. Shinozuka, M., Feng, M.Q., Kim, H.K. and Kim, S.H. (2000), "Nonlinear static procedure for fragility curve development", J. Eng. Mech., 126(12), 1267-1295. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:12(1287).
  50. Simoes, A., Milosevic, J., Meireles, H., Bento, R., Cattari, S. and Lagomarsino, S. (2015), "Fragility curves for old masonry building types in Lisbon", Bull. Earthq. Eng., 13(10), 3083-3105. https://doi.org/10.1007/s10518-015-9750-1.
  51. Sisi, A.A., Erberik, M.A. and Askan, A. (2018), "The effect of structural variability and local site conditions on building fragility functions", Earthq. Struct., 14(4), 285-295. https://doi.org/10.12989/eas.2018.14.4.285.
  52. Sivaselvan, M.V. and Reinhorn, A.M. (1999), "Hysteretic models for cyclic behavior of deteriorating inelastic structures", Report 260 No. MCEER-99-0018, State University of New York, N.Y. U.S.A.
  53. Snoj, J. and Dolsek, M. (2017), "Fragility functions for unreinforced masonry walls made from hollow clay units", Eng. Struct., 145(15), 293-304. https://doi.org/10.1016/j.engstruct.2017.05.001.
  54. Sokolov, V. and Zahran, H.M. (2018), "Generation of stochastic earthquake ground motion in western Saudi Arabia as a first step in development of regional ground motion prediction model", Arab. J. Geosci. J., 11(38), 1866-7511. https://doi.org/10.1007/s12517-018-3394-9.
  55. Sorensen, M.B. and Lang, D.H. (2015), "Incorporating simulated ground motion in seismic risk assessment-application to the Lower Indian Himalayas", Earthq. Spectra, 31(1), 71-95. https://doi.org/10.1193%2F010412EQS001M. https://doi.org/10.1193/010412EQS001M
  56. Stojadinovic, B. and Thewalt, C.R. (1996). "Energy balanced hysteresis models", Eleventh World Conference on Earthquake Engineering, Paper No. 1734, Acapulco, Mexico.
  57. Sucuoglu, H. and Erberik, M.A. (2004), "Energy based hysteresis and damage models for deteriorating systems", Earthq. Eng. Struc. Dyn., 33(1), 69-88. https://doi.org/10.1002/eqe.338.
  58. Sucuoglu, H. and Tokyay, M. (1992), "13 Mart 1992 Erzincan earthquake engineering report", Civil Engineering Department, Ankara.
  59. Sun, J., Yu, Y. and Li, Y. (2018), "Stochastic finite-fault simulation of the 2017 Jiuzhaigou earthquake in China", Earth Plan. Space, 70(1), 128. https://doi.org/10.1186/s40623-018-0897-2.
  60. Takeda, T., Sozen, M. and Nielsen, N. (1970), "Reinforced concrete response to simulated earthquakes", J. Struct. Div., 96(12), 2557-2573. https://doi.org/10.1061/JSDEAG.0002765
  61. TUIK (2017), www.tuik.gov.tr/Web2013/iletisim/iletisim.html
  62. Ugurhan, B. and Askan, A. (2010), "Stochastic strong ground motion simulation of the 12 November 1999 Duzce (Turkey) Earthquake using a dynamic corner frequency approach", Bull. Seismol. Soc. Am., 100(4), 1498-1512. https://doi.org/10.1785/0120090358.
  63. Ugurhan, B., Askan, A. and Erberik, M.A. (2011), "A methodology for seismic loss estimation in urban regions based on ground-motion simulations", Bull. Seismol. Soc. Am., 101, 710-725. https://doi.org/10.1785/0120100159.
  64. Utkucu, M., Nalbant, S.S., McCloskey, J., Steacy, S. and Alptekin, O. (2003), "Slip distribution and stress changes associated with the 1999 November 12, Duzce (Turkey) earthquake (Mw=7.1)", Geophys. J. Int., 153, 229-241. https://doi.org/10.1046/j.1365-246X.2003.01904.x.
  65. Whitman, R.V. (1973), "Damage probability matrices for prototype buildings", Report No. 380, Structures Publication, MIT, Boston, U.S.A.

Cited by

  1. Seismic damage assessment of a historic masonry building under simulated scenario earthquakes: A case study for Arge-Tabriz vol.147, 2020, https://doi.org/10.1016/j.soildyn.2021.106732