A number of artificial earthquake ground motions compatible with time-frequency characteristics of recorded actual earthquake ground motions as well as the given target response spectrum are generated using wavelet transform. The coefficient of variation (C.O.V..) of maximum displacement on elasto-plastic SDOF systems excited by these artificial ground motions are numerically evaluated.
A Study on Maximum Responses and Their Variances of Elasto-Plastic Structures Subjected to Synthesized Ground Motions
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Sone, A, Ichihashi, I, & Masuda, A. "A Study on Maximum Responses and Their Variances of Elasto-Plastic Structures Subjected to Synthesized Ground Motions." Proceedings of the ASME 2014 Pressure Vessels and Piping Conference. Volume 8: Seismic Engineering. Anaheim, California, USA. July 20–24, 2014. V008T08A003. ASME. https://doi.org/10.1115/PVP2014-28133
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