References
- ACI (1999), Building Code Requirements for Structural Concrete (ACI 318-99), Farmington Hills, MI, U.S.A.
- Akinci, A. and Antoniloli A. (2013), "Observations and stochastic modelling of strong ground motions for the 2011 October 23Mw 7.1 Van, Turkey, earthquake", Geophys. J. Int., 192, 217-1239. https://doi.org/10.1093/gji/ggs075.
- Alam, J., Kim, D and Choi, B. (2017), "Seismic probabilistic risk assessment of weir structures considering the earthquake hazard in the Korean Peninsula", Earthq Struct., 13(4), 421-427. https://doi.org/10.12989/eas.2017.13.4.421.
- Alath, S. and Kunnath, S.K. (1995), "Modeling inelastic shear deformation in RC beam-column joints", In: Proceedings of the 10th Conference on Engineering Mechanics, Boulder, Colorado, U.S.A.
- Architectural Institute of Korea (AIK) (2016), Structural Design Code for Buildings, Seoul, Korea.
- ASCE (2014), Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-13), American Society of Civil Engineers, Reston, Virginia, U.S.A.
- ASCE (2017), Minimum Design Loads and Associated Criteria or Buildings and Other Structures (ASCE 7-16), American Society of Civil Engineers, Reston, Virginia, U.S.A.
- Athanasopoulos, G.A. (1994), "An empirical correlation and an evaluation of its reliability", In: proceedings of the second International Conference on Earthquake Resistant Construction and Design, Berlin.
- Atkinson, G.M. (2008), "Ground-motion prediction equations for eastern north America from a referenced empirical approach: Implications for Epistemic uncertainty", B. Seismol. Soc. Am., 98(3), 1304-1318. https://doi.org/10.1785/0120070199.
- Atkinson, G.M. and Silva, W. (2000), "Stochastic modeling of California ground motions", B. Seismol. Soc. Am., 90(2), 255-274. https://doi.org/10.1785/0119990064.
- Boore, D.M. (2003), "Simulation of ground motion using the Stochastic method", Pure Appl. Geophys., 160, 635-676. https://doi.org/10.1007/PL00012553.
- Boore, D.M. (2005), SMSIM Fortan Programs for Simulating Ground Motions from Earthquakes: Version 2.3. A Revision of OFR 96-80-A, U.S. geological survey, Menlo Park, U.S.A.
- Boore, D.M. and Atkinson, G.M. (1987), "Stochastic prediction of ground motion and spectral response parameters at hard-rock sites in Eastern North America", Bull. Seismol. Soc. Amer, 77(2), 440-467.
- Chen, T.C., Chang, S.C. and Wen, K.L. (2017), "Stochastic ground motion simulation of the 2016 Meinong, Taiwan earthquake", Earth Planets Space, 69(62). https://doi.org/10.1186/s40623-017-0645-z.
- Converse, A.M. and Brady, A.G. (1992), BAP: Basic Strong-Motion Accelerogram Processing Software; Version 1.0, U.S. Geological Survey, Open-File Report 92-296A, Menlo Park, U.S.A.
- Douglas, J. and Boore, D.M. (2011), "High-frequency filtering of strong-motion records", Bull. Earthq. Eng., 9, 395-409. https://doi.org/10.1007/s10518-010-9208-4.
- Grotzinger, J.P., Jordan, T.H., Press, F. and Siever, R. (2007), Understanding Earth, W.H. Freeman and company, NY, U.S.A.
- Han, S.W. and Choi, Y.S. (2008), "Seismic hazard analysis in low and moderate seismic region-Korean peninsula", Struct. Saf., 30(6), 543-558. https://doi.org/10.1016/j.strusafe.2007.10.004.
- Han, S.W., Kwon, O.S. and Lee, L.H. (2004), "Evaluation of the seismic performance of a three-story ordinary moment resisting concrete frames", Earthq. Eng. Struct. Dyn., 33, 669-685. https://doi.org/10.1002/eqe.367.
- Jo, N. and Baag, C. (2003), "Estimation of spectrum decay parameter x and stochastic prediction of strong ground motions in Southeastern Korea", J. Earthq. Eng. Soc. Korea., 7(6), 59-70. https://doi.org/10.5000/EESK.2003.7.6.059
- Jeon, J.S., Park, J.H. and DesRoches, R. (2015), "Seismic fragility of lightly reinforced concrete frames with masonry infills", Earthq. Eng. Struct. Dyn., 44(11), 1783-1803. https://doi.org/10.1002/eqe.2555.
- Junn, J.G., Jo, N.D. and Baag, C. (2002), "Stochastic prediction of ground motions in Southern Korea", Geosco. J., 6(3), 203-214. https://doi.org/10.1007/BF02912691.
- Kim, Y.S. and Bae, J.H. (2016), Status of Korean seismic design and improvement strategies, National assembly research service, Issues and points, 31-9735026-000626-14, No. 1216, Korea.
- Korean Metrological Administration (KMA) (2017), National Earthquake Comprehensive Information System (NECIS). http://necis.kma.go.kr.
- Lee, C.S. and Han, S.W. (2018), "Computationally effective and accurate simulation of cyclic behaviour of old reinforced concrete columns", Eng. Struct., 173(15), 892-907. https://doi.org/10.1016/j.engstruct.2018.07.020.
- Lee, H.S., Jeong, K.H. (2018), "Performance-based earthquake engineering in a lower-seismicity region: South Korea", Earthq Struct., 15(1), 45-65. https://doi.org/10.12989/eas.2018.15.1.045.
- Lee, K. and Jin, Y.G. (1991), "Segmentation of the Yangsan fault system: Geophysical studies on major faults in the Kyeongsang basin", J. Geo. Soc. Korea, 27(4), 434-449.
- Leeanansaksiria, A., Panyakapoa, P. and Ruangrassamee, A. (2018), "Seismic capacity of masonry infilled RC frame strengthening with expanded metal ferrocement", Eng. Struct., 159(15), 99-109. https://doi.org/10.1016/j.engstruct.2017.12.034.
- Lowes, L.N. and Altoontash, A. (2003), "Modeling reinforced-concrete beam-column joints subjected to cyclic loading", J Struct Eng., 129(12), 1686-1697. https://doi.org/10.1061/(ASCE)07339445(2003)129:12(1686).
- 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.
- Minister of Land, Infrastructure and Transport (MOLIT). (1988), Korean Seismic Design Code, Korea.
- Moghaddam, S.A., Ghafory-Ashtiany, M. and Soghrat M. (2016), "Ground-motion prediction equations based on refined data for dynamic time-history analysis", Earthq. Struct., 11(5), 779-807. https://doi.org/10.12989/eas.2016.11.5.779.
- Mohammad, A.F., Faggella, M., Gigliotti, R. and Spacone, E. (2016), "Seismic performance of older R/C frame structures accounting for infills-induced shear failure of columns", Eng. Struct., 122(1), 1-13. https://doi.org/10.1016/j.engstruct.2016.05.010.
- Motazedian, D. and Atkinson, G.M. (2005), "Stochastic finite-fault modeling based on a dynamic corner frequency", Bull. Seismol. Soc. Amer., 95(3), 995-1010. https://doi.org/10.1785/0120030207.
- Nakamura, Y. (1989), "A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface", Quart. Report RTRI., 30(1), 25-33. http://worldcat.org/oclc/3127232.
- NIST GCR 10-917-7 (2010), "Program Plan for the Development of Collapse Assessment and Mitigation Strategies for Existing Reinforced Concrete Buildings", NEHRP Consultants Joint Venture 2010. National Institute of Standards and Technology Gaithersburg, MD, U.S.A.
- Noh, M. and Lee, K. (1994), "Estimation of peak ground motions in the southeastern part of the Korean peninsula (I): Estimation of spectral parameters", J. Geo. Soc. Korea., 30(3), 297-306.
- Park, D., Lee, J., Baag, C. and Kim, J. (2001), "Stochastic prediction of strong ground motions and attenuation equations in the southeastern Korean peninsula", J. Geo. Soc. Korea, 37(1), 21-30.
- Rossetto, T. and Elnashai, A. (2003), "Derivation of vulnerability functions for European-type RC structures based on observational data", Eng. Struct., 25(10), 1241-1263. https://doi.org/10.1016/S0141-0296(03)00060-9.
- Saito, T. and Wen, Y.K. (1994), Seismic Risk Evaluation of R.C. Buildings in Japan Designed in Accordance with 1990 AIJ Guidelines, Civil Engineering Structural Research Series, 587.
- United State Geological Survey (USGS) (2016), https://earthquake.usgs.gov/earthquakes/eventpage/us10006p1f#executive. Accessed 30 September 2016.
- Wang, S., Yu, R., Xiaojun Li, and Lv, H. (2019), "Simulation method of ground motion matching for multiple targets and effects of fitting parameter variation on the distribution of PGD", Earthq. Struct., 16(5), 563-573. https://doi.org/10.12989/eas.2019.16.5.563.
- Wen, Y.K. and Wu, C.L. (2001), "Uniform hazard ground motions for mid- America cities", Earthq Spectra, 17(2), 359-384. https://doi.org/10.1193%2F1.1586179. https://doi.org/10.1193%2F1.1586179
- Worden, C.B., Gerstenberger, M.C., Rhoades, D.A., Wald, D.J. (2012), "Probabilistic relationships between groundmotion parameters and modified mercalli intensity in California", Bull. Seismol. Soc. Amer., 102(1), 204-221. https://doi.org/10.1785/0120110156.
- Xh, N. and Nguyen, H.C. (2016), "Seismic behavior of non-seismically designed reinforced concrete frame structure", Earthq. Struct., 11(2), 281-295. https://doi.org/10.12989/eas.2016.11.2.281
- Yeh, C.H. and Wen, Y.K. (1990), "Modeling of nonstationary ground motion and analysis of inelastic structural response", Struct Saf., 8, 281-298. https://doi.org/10.1016/0167-4730(90)90046-R.