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Deriving SS and S1 Parameters from PGA Maps

multiple design levels, such as those required by EN 1473, PIANC etc, and the client’s needs for performance based seismic design, require many of the existing 475 year return period peak ground acceleration (PGA) hazard maps to be updated. This requirement should lead to the update of nationally determined Eurocode 8 code maps.

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  Design, Eurocode

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