AN IMPROVED METHOD OF MATCHING RESPONSE SPECTRA OF RECORDED EARTHQUAKE GROUND MOTION USING WAVELETS

By J. Hancock, Jennie A. Watson-Lamprey, N. Abrahamson, J. Bommer, A. Markatis, Emma McCOYH, Rishmila Mendis. 2006

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An Improved Method for Nonstationary Spectral Matching (2010, methodology): “The adjustment functions proposed by Hancock et al. (2006) and used in their updated version of RspMatch (2005) consist of the original functions developed by Abrahamson (1992) and Suarez and Montejo (2003, 2005) modified to include the baseline correction in their functional form.”
Seismic performance of concrete columns reinforced with hybrid shape memory alloy (SMA) and fiber reinforced polymer (FRP) bars (2012, neutral): “[56].”
A generalized conditional intensity measure approach and holistic ground‐motion selection (2010, background): “Frequency domain modification of ground motions are also known to significantly alter the velocity and displacement time histories of a ground motion and lead to unrealistically high-energy content [4], something which time-domain approaches appear to circumvent [42].”
Wavelet-based response spectrum compatible synthesis of accelerograms—Eurocode application (EC8) (2009, methodology): “[14] employed wavelet-based methods in the frequency and in the time domain, respectively, for the same purpose.”
A stochastic approach for generating spectrum compatible fully nonstationary earthquakes (2010, methodology): “Wavelet-based methods modifying recorded accelerograms such that those are compatible with a given response spectrum can be found in [6-8].”