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How does ideCAD define horizontal elastic design spectrum for site-pecific ground motion, according to ASCE 7-16?

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  • Due to the need for site-specific analysis for site class F, the user defines short-period and long-period site coefficient Fa and Fv are defined by usercoefficients Fa and Fv.

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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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Next Topic

11.9.2 Vertical Elastic Design Spectrum, ASCE 7-16

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