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What is Site Response Analysis for Doyle Drive about?

This document summarizes site response analyses conducted for the Doyle Drive Replacement Project in San Francisco, California. Seven soil profiles were analyzed representing different project locations. Site response analyses using 1D linear/equivalent-linear methods estimated ground motions at the surface from design earthquakes. Shear wave velocity profiles, material properties, and peak ground surface accelerations are presented for each design scenario. Horizontal and vertical responses are reported. T

Author

mark_torreon

Language

EN