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0.02 Subjected 1—i i i i A.M. Reinhom A.S. Cakmak A.S. Veletsos acceleration histories address given Center for Earthquake Centro Free-Field Ground Centro Record centroidal centroidal axis Circumferential Components Closed-form expressions companion recent study component of foundation control point motion corresponding deterministic Earthquake Engineering Research fixed-base formal application foundation input acceleration foundation input motion Fourier transform free-field control point free-field ground motion ground motion incoherence harmonics horizontal and circumferential Hwang inertial interaction effects K.C. Chang kinematic and inertial kinematic interaction Lateral and Circumferential lateral component mode of vibration Motion for Systems National Center normalized with respect NTIS see address P.D. Spanos peak value Poisson's ratio power spectral density Probabilistic Risk Assessment pseudovelocity ratio Reinforced Concrete report is available Response Spectra Rice University Seismic Analysis Seismic Hazards shear waves Shinozuka Simple Free-Field Ground soil-structure interaction Spectra for Lateral stochastic approach study by formal T.T. Soong Veletsos and Prasad Viscoelastic