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 Strong-motion records are used in dynamic response analyses of structural and soil systems. Widespread deployment of seismic instruments has led to a dramatic increase in the number of strong-motion records. However, the selection of suitable records for site-specific analyses continues to be difficult. The site-specific strong-motion records can be obtained by the following procedure: (1) establish a site-specific response spectrum from probabilistic seismic hazard analysis (Cornell 1968, Reiter 1991), (2) identify controlling seismic events by de-aggregating the seismic hazard (McGuire 1995, Cramer and Petersen 1996, Harmsen and Frankel 2001), (3) estimate strong-motion duration for the controlling seismic events, and (4) search strong-motion databases for records which are compatible with the site-specific response spectrum and are of required duration. Searching strong-motion databases for spectrum-compatible records can be tedious if the records are not arranged in a systematic manner.