참고문헌
- Akkar, S. and Bommer, J.J. (2010), "Empirical equations for the prediction of PGA, PGV, and spectral accelerations in Europe, the Mediterranean region, and the Middle East", Seismol. Res. Lett., 81(2), 195-206. https://doi.org/10.1785/gssrl.81.2.195.
- Alam, J., Kim, D. and Choi, B. (2017), "Uncertainty reduction of seismic fragility of intake tower using Bayesian Inference and Markov Chain Monte Carlo simulation", Struct. Eng. Mech., 63(1), 47-53. https://doi.org/10.12989/sem.2017.63.1.047.
- Arslan, M.H., Korkmaz, H.H. and Gulay, F.G. (2006), "Damage and failure pattern of prefabricated structures after major earthquakes in Turkey and shortfalls of the Turkish Earthquake code", Eng. Fail. Anal., 13(4), 537-557. https://doi.org/10.1016/j.engfailanal.2005.02.006.
- 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.
- Ates, S., Kahya, V., Yurdakul, M. and Adanur, S. (2013), "Damages on reinforced concrete buildings due to consecutive earthquakes in Van", Soil Dyn. Earthq. Eng., 53, 109-118. https://doi.org/10.1016/j.soildyn.2013.06.006.
- Bal, I.E., Crowley, H., Pinho, R. and Gulay, F.G. (2008), "Detailed assessment of structural characteristics of Turkish RC building stock for loss assessment models", Soil Dyn. Earthq. Eng., 28(10-11), 914-932. https://doi.org/10.1016/j.soildyn.2007.10.005.
- Batalha, N., Rodrigues, H. and Varum, H. (2019), "Seismic performance of RC precast industrial buildings-learning with the past earthquakes", Innov. Infrastr. Solut., 4(1), 1-13. https://doi.org/10.1007/s41062-018-0191-y.
- Belleri, A., Brunesi, E., Nascimbene, R., Pagani, M. and Riva, P. (2014), "Seismic performance of precast industrial facilities following major earthquakes in the Italian territory", J. Perform. Constr. Facil., 29, 1-31. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000617.
- Cauzzi, C. and Faccioli, E. (2008), "Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records", J. Seismol., 12(4), 453-475. https://doi.org/10.1007/s10950-008-9098-y.
- Chiou, B.J. and Youngs, R.R. (2008), "An NGA model for the average horizontal component of peak ground motion and response spectra", Earthq. Spectra, 24(1), 173-215. https://doi.org/10.1193/1.2894832.
- Coburn, A. and Spence, R. (2003), Earthquake Protection, John Wiley & Sons.
- Cosenza, E., Del Vecchio, C., Di Ludovico, M., Dolce, M., Moroni, C., Prota, A. and Renzi, E. (2018), "The Italian guidelines for seismic risk classification of constructions: Technical principles and validation", Bull. Earthq. Eng., 16(12), 5905-5935. https://doi.org/10.1007/s10518-018-0431-8.
- Dabbeek, J. and Silva, V. (2020), "Modeling the residential building stock in the Middle East for multi-hazard risk assessment", Nat. Hazard., 100(2), 781-810. https://doi.org/10.1007/s11069-019-03842-7.
- DEE-KOERI (2003), "Earthquake risk assessment for the Istanbul metropolitan area", Department of Earthquake Engineering, Kandilli Observatory and Earthquake Research Institute, Bogazici University Press, Istanbul, Turkey.
- Demartino, C. and Monti, G. (2020), "Low-LOD code-driven identification of the high seismic risk areas for industrial buildings in Italy", Bull. Earthq. Eng., 18(9), 4421-4452. https://doi.org/10.1007/s10518-020-00867-3.
- Demartino, C., Monti, G. and Vanzi, I. (2017b), "Seismic loss-of-support conditions of frictional beam-to-column connections", Struct. Eng. Mech., 61(4), 527-538. https://doi.org/10.12989/sem.2017.61.4.527.
- Demartino, C., Vanzi, I. and Monti, G. (2017a), "Probabilistic estimation of seismic economic losses of portal-like precast industrial buildings", Earthq. Struct., 13(3), 323-335. https://doi.org/10.12989/eas.2017.13.3.323.
- Demartino, C., Vanzi, I., Monti, G. and Sulpizio, C. (2018), "Precast industrial buildings in Southern Europe: Loss of support at frictional beam-to-column connections under seismic actions", Bull. Earthq. Eng., 16, 259-294. https://doi.org/10.1007/s10518-017-0196-5.
- Dogangun, A. (2004), "Performance of reinforced concrete buildings during the May 1, 2003 Bingol Earthquake in Turkey", Eng. Struct., 26(6), 841-856. https://doi.org/10.1016/j.engstruct.2004.02.005.
- Ecemis, A.S., Korkmaz, H.H. and Dere, Y. (2021), "Seismic performance improvement of RC buildings with external steel frames", Comput. Concrete, 27(4), 343-353. https://doi.org/10.12989/cac.2021.27.4.343.
- Elnashai, A.S. and Di Sarno, L. (2015), Fundamentals of Earthquake Engineering: from Source to Fragility, John Wiley & Sons.
- Erdik, M. (2001), "Report on 1999 Kocaeli and Duzce (Turkey) earthquakes", Structural Control for Civil and Infrastructure Engineering, 149-186.
- Erdik, M., Demircioglu, M., Sesetyan, K., Durukal, E. and Siyahi, B. (2004), "Earthquake hazard in Marmara region, Turkey", Soil Dyn. Earthq. Eng., 24(8), 605-631. https://doi.org/10.1016/j.soildyn.2004.04.003.
- Erdik, M., Tumsa, M.B.D., Pinar, A., Altunel, E., and Zulfikar, A.C. (2023), "A preliminary report on the February 6, 2023 Earthquake in Turkiye", http://doi.org/10.32858/temblor.297.
- Eren, C. and Lus, H. (2015), "A risk based PML estimation method for single-storey reinforced concrete industrial buildings and its impact on earthquake insurance rates", Bull. Earthq. Eng., 13(7), 2169-2195. https://doi.org/10.1007/s10518-014-9712-z.
- Gallovic, F., Zahradnik, J., Plicka, V., Sokos, E., Evangelidis, C., Fountoulakis, I. and Turhan, F. (2020), "Complex rupture dynamics on an immature fault during the 2020 Mw 6.8 Elazig earthquake, Turkey", Commun. Earth Environ., 1(1), 1-8. https://doi.org/10.1038/s43247-020-00038-x.
- Gurpinar, A., Abali, M., Yucemen, M.S. and Yesilcay, Y. (1978), "Feasibility of mandatory earthquake insurance in Turkey", Report No. 78-05, Earthquake Engineering Research Center, Middle East Technical University.
- Jun, W.K. and Jeeho, L. (2016), "A new damage index for seismic fragility analysis of reinforced concrete columns", Struct. Eng. Mech., 60(5), 875-890. https://doi.org/10.12989/sem.2016.60.5.875.
- Karimzadeh, S., Kadas, K., Askan, A., Erberik, M.A. and Yakut, A. (2020), "Derivation of analytical fragility curves using SDOF models of masonry structures in Erzincan (Turkey)", Earthq. Struct., 18(2), 249-261. https://doi.org/10.12989/eas.2020.18.2.249.
- Khanbabazadeh, H., Zulfikar, A.C. and Yesilyurt, A. (2020), "Basin edge effect on industrial structures damage pattern at clayey basins", Geomech. Eng., 23(6), 575-585. https://doi.org/10.12989/gae.2020.23.6.575.
- Le Pichon, X., Sengor, A.M.C., Demirbag, E., Rangin, C., Imren, C., Armijo, R., ... & Tok, B. (2001), "The active main Marmara fault", Earth Planet. Sci. Lett., 192(4), 595-616. https://doi.org/10.1016/S0012-821X(01)00449-6.
- Mehani, Y., Bechtoula, H., Kibboua, A. and Naili, M. (2013), "Assessment of seismic fragility curves for existing RC buildings in Algiers after the 2003 Boumerdes earthquake", Struct. Eng. Mech., 46(6), 791-808. https://doi.org/10.12989/sem.2013.46.6.791.
- Minghini, F., Ongaretto, E., Ligabue, V., Savoia, M. and Tullini, N. (2016), "Observational failure analysis of precast buildings after the 2012 Emilia earthquakes", Earthq. Struct., 11(2), 327-346. https://doi.org/10.12989/eas.2016.11.2.327.
- Ozerdem, A. and Barakat, S. (2000), "After the Marmara earthquake: lessons for avoiding short cuts to disasters", Third World Quarter., 21(3), 425-439. https://doi.org/10.1080/713701047.
- Pakdamar, F., Ilknur Kara, F., Eryilmaz, Y. and Yesilyurt, A. (2019), "Seismic risk assessment using updated hazard and building inventory data", Gradevinar, 71(05.), 375-387. https://doi.org/10.14256/JCE.2329.2018.
- Parsons, T., Toda, S., Stein, R.S., Barka, A. and Dieterich, J.H. (2000), "Heightened odds of large earthquakes near Istanbul: An interaction-based probability calculation", Sci., 288(5466), 661-665. https://doi.org/10.1126/science.288.5466.661.
- Pratico, L., Bovo, M., Buratti, N. and Savoia, M. (2022), "Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake", Bull. Earthq. Eng., 20(15), 8411-8444. https://doi.org/10.1007/s10518-022-01529-2.
- Rodrigues, D., Crowley, H. and Silva, V. (2018), "Earthquake loss assessment of precast RC industrial structures in Tuscany (Italy)", Bull. Earthq. Eng., 16(1), 203-228. https://doi.org/10.1007/s10518-017-0195-6.
- Senel, S.M. and Kayhan, A.H. (2010), "Fragility based damage assesment in existing precast industrial buildings: A case study for Turkey", Struct. Eng. Mech., 11(1), 39. https://doi.org/10.12989/sem.2010.34.1.039.
- Sengel, H.S. and Dogan, M. (2013), "Failure of buildings during Sultandagi Earthquake", Eng. Fail. Anal., 35, 1-15. https://doi.org/10.1016/j.engfailanal.2012.09.011.
- Sezen, H. and Dogangun, A. (2012), "Seismic performance of historical and monumental structures", Earthq. Eng., 181-202.
- Sezen, H., Whittaker, A.S., Elwood, K.J. and Mosalam, K.M. (2003), "Performance of reinforced concrete buildings during the August 17, 1999 Kocaeli, Turkey earthquake, and seismic design and construction practise in Turkey", Eng. Struct., 25(1), 103-114. https://doi.org/10.1016/S0141-0296(02)00121-9.
- Silva, V., Crowley, H., Pagani, M., Monelli, D. and Pinho, R. (2014), "Development of the OpenQuake engine, the Global Earthquake Model's open-source software for seismic risk assessment", Nat. Hazard., 72, 1409-1427. https://doi.org/10.1007/s11069-013-0618-x.
- Sousa, R., Silva, V. and Rodrigues, H. (2022), "The importance of indirect losses in the seismic risk assessment of industrial buildings-An application to precast RC buildings in Portugal", Int. J. Disast. Risk Reduct., 74, 102949. https://doi.org/10.1016/j.ijdrr.2022.102949.
- Tapan, M., Comert, M., Demir, C., Sayan, Y., Orakcal, K. and Ilki, A. (2013), "Failures of structures during the October 23, 2011 Tabanli (Van) and November 9, 2011 Edremit (Van) earthquakes in Turkey", Eng. Fail. Anal., 34, 606-628. https://doi.org/10.1016/j.engfailanal.2013.02.013.
- Woessner, J., Laurentiu, D., Giardini, D., Crowley, H., Cotton, F., Grunthal, G., ... & Stucchi, M. (2015), "The 2013 European seismic hazard model: Key components and results", Bull. Earthq. Eng., 13(12), 3553-3596. https://doi.org/10.1007/s10518-015-9795-1.
- Yesilyurt, A., Zulfikar, A.C. and Tuzun, C. (2021a), "Site classes effect on seismic vulnerability evaluation of RC precast industrial buildings", Earthq. Struct., 21(6), 627-639. https://doi.org/10.12989/eas.2021.21.6.627.
- Yesilyurt, A., Zulfikar, A.C. and Tuzun, C. (2021b), "Seismic vulnerability assessment of precast RC industrial buildings in Turkey", Soil Dyn. Earthq. Eng., 141, 106539. https://doi.org/10.1016/j.soildyn.2020.106539.
- Zhao, J.X., Zhang, J., Asano, A., Ohno, Y., Oouchi, T., Takahashi, T., ... & Fukushima, Y. (2006), "Attenuation relations of strong ground motion in Japan using site classification based on predominant period", Bull. Seismol. Soc. Am., 96(3), 898-913. https://doi.org/10.1785/0120050122.