“…The design of structures for earthquake resistance necessitates an accurate depiction of the random features of the seismic vibration. (Clough, Penzien, & Griffin, 1975) For structural control design, ground motion is often assumed to be zero-mean stationary Gaussian white noise with spectral density , where is the excitation frequency (Guenfaf, Djebiri, Boucherit, Boudjema, & Dynamics, 2001;Narasimhan, Nagarajaiah, Johnson, Gavin, & Monitoring, 2006;Singh, Moreschi, & Dynamics, 2002;Taflanidis & Scruggs, 2010). This study models ground motion as a white noise stochastic process with single-sided spectral density for practical engineering significance.…”