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While the conventional seismic hazard analysis incroporates estimation of asingle ground motion intensity parameter, it is often required in engineering application to estimate not only intensity parameter, but also other ground motion parameters, such as, predominant period, ground motion duration, etc.¥¥¥. For the purpose of such an extension, the use of "hazard-consistent magnitude" and "hazard-consistent distance" is proposed. They are defined as conditional mean values given that the ground motion intensity exceeds the level specified by the annual probability of exceedance. Other ground motion parameters are determined as such corresponding to the hazard-consistent magnitude and the hazard-consistent distance. In this manner, one can determine all parameters to ch ƒL[ƒ[ƒhi‰pjF seismic hazard analysis, determination of multiple ground motion parameters, hazard-consistent magnitude, hazard-consistent distance ‹LŽ–‹æ•ªF - ‹æ•ª @@@@˜_•¶W