Comparing response of SDF systems to near‐fault and far‐fault earthquake motions in the context of spectral regions

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Statistical Evaluation of Approximate Methods for Estimating Maximum Deformation Demands on Existing Structures (2005, methodology): “The corner periods were determined by fitting an idealized Newmark‐Hall spectrum to the mean spectrum of each ensemble as suggested by Chopra and Chintanapakdee (2001) .”