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The aim of this paper is to prepare a list of appropriate far-field records for the purpose of time history analysis and structural design assessment in Tehran. Accordingly, the study focused on considering all parameters affecting the choice of accelerogram pair for Tehran. For this purpose, a total of 1000 accelerogram pairs of the earthquakes that occurred in Iran during 1978–2010 were studied in terms of the parameters affecting the choice of appropriate accelerogram pair for Tehran, including distance to the epicenter, magnitude, frequency content, earthquake mechanism, soil properties, and configuration of ground layers. An important objective followed by preparing such a list was to appropriately match it to susceptibility and performance levels set in local design standards. For this purpose, seismic, statistical, and analytic studies were performed, finally ending up with a list of appropriate accelerogram pairs for time history analysis and design assessment in Tehran. In this research, to provide a proper understanding of the proposed list’s applied demands on the region’s structures, numerical and statistical studies and comparisons with the FEMA-P695 list have been done.