How does ideCAD define horizontal elastic design spectrum for site-pecific ground motion, according to ASCE 7-16?
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Site response analysis have has to be performed in accordance with 11.4.8.
When short-period site coefficient Fa and coefficient Fa and long-period site coefficient for a period of 1.0 seconds are defined, horizontal elastic design acceleration spectrum corner periods To and Ts are calculated, and the horizontal elastic design spectrum is created.
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