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ON SCALING OF EARTHQUAKE GROUND MOTIONS
INELASTIC RESPONSE SPECTRUM METHOD
DESIGN OF NONSTRUCTURAL SUBSYSTEMS
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1940 El Centro Actual Scaling Factors amplification factor Arias intensity Based on Displacement computed design earthquake Displacement Ductility displacement vector ductility level Earthquake Engineering earthquake ground motions EBBd effective elasto-perfectly plastic Evaluation floor response spectrum ground motion intensity ground motion records Ground Motion Set higher modes hysteretic characteristics Imperial County Imperial Valley implementing the response inelastic deformation inelastic response inelastic structures intensity indices ith mode linear elastic maximum modal displacements Mean Square Error modal ductilities modal hysteresis model modal response modal yield strength mode shape vector natural period Nonlinear Normalized Hysteretic Energy Nuclear Power Plants Nuclear Regulatory Commission Pacoima Dam parameters peak ground acceleration period of point predicting ratio Refs response spectrum method Seismic Analysis set of ground single-degree-of-freedom systems spectra spectral intensity Square Error Based SRSS stiffness story drift story ductilities story yield strengths structural ductility structural period structural response Subsystem Period supporting structure viscous damping