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QR of RTR1, Vol. 30, No. 1, February. Noguchi, S., and T. Sasatani [2008], “Quantification of Degree of Nonlinear Site Response”, Proc. 14WCEE, P028, No.03-03-0049, Beijing, China. Orense, R.P., M.J. Pender, L.M. Wotherspoon, and M. Cubrinovski [2011], “Geotechnical Aspects of the 2010 Darfield (New Zealand) Earthquake”, Proc. 8 th International Conference on Urban Earthquake Engineering, March 7-8, 2011, Tokyo Institute of Technology, Tokyo, Japan, Vol. 1, pp.407-416. Quigley, M., P. Villamor, K. Furlong, J. Beavan, R. Van Dissen, N. Litchfield, T. Stahl, B. Duffy, E. Bilderback, D. Noble, R. Jongens, and S. Cox [2010], “Previously Unknown Fault Shakes New Zealand’s South Island”, EOS, Vol. 91, No. 49, pp. 468-488. Tonkin and Taylor Ltd [2010], “Darfield Earthquake 4 September 2010 Geotechnical Land Damage Assessment & Reinstatement Report – Stage 1 Report”, Earthquake Commission, New Zealand. Wen, K.L. [1994], “Non-linear Soil Response in Ground Motions”, Earthq. Eng. Struct. Dyn., Vol. 23, No. 6, pp. 599-608. Wen, K.L, I.A. Beresnev, and Y.T. Yeh [1994], “Nonlinear Soil Amplification Inferred From Downhole Strong Seismic Motion Data”, Geophys. Res. Lett., Vol. 21, pp. 2625-2628. Wen, K.L., I.A. Beresnev, and Y.T. Yeh [1995], “Investigation of Non-linear Site Amplification at Two Downhole Strong Ground Motion Arrays in Taiwan”, Earthq. Eng. Struct. Dyn., Vol. 24, pp. 313-324. Wen, K.L., T.M. Chang, C.M. Lin, and H.J. Chiang [2006a], “Identification of Nonlinear Site Response Using the H/V Spectral Ratio Method”, Terr. Atm. Oce. Sci., Vol. 17, No. 3, pp. 533-546. Wen, K.L., T.M. Chang, C.M. Lin, and H.J. Chiang [2006b], “Identification of Nonlinear Site Response During the 1999, Chi-Chi, Taiwan Earthquake From the H/V Spectral Ratio”, Proc. of Third Int. Symp. on the Effects of Surface Geology on Seismic Motion, Grenoble, France, Paper No. 012, ESG2006, Vol. 1, pp. 225~232. (a) (b) Fig. 1. (a) Strong motion station distribution in New Zealand; (b) Strong motion stations near the Christchurch area. Red triangles show the stations recorded more than five events before the Darfield earthquake. 4
(a) (b) Fig. 2. PGA contours for (a) 2010 Darfield earthquake, and (b) 2011 Christchurch earthquake. 5
Page 1 and 2: 4 th IASPEI / IAEE International Sy
Page 3: (2) where R strong and R weak are H
Page 7 and 8: (a) (b) Fig. 5. The time-frequen

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