Abstract
Floor response spectra (FRS) are critical for the seismic analysis of the nuclear secondary system as per American Society of Civil Engineers Standard 4-16. Despite the use of spectrum-matched time histories, significant variations in FRS estimates can lead to inaccuracies in seismic analysis and system design. Our companion article explored the influences of ground-motion parameters modification due to spectral matching on FRS accuracy using machine learning, revealing that changes in spectral acceleration and damping scaling factor index IDSF for damping ratios ξ = 7%, ξ = 2%, and ξ = 10%, significantly contributed to biased FRS estimates. Building on these insights, we propose enhanced spectrum-matched time histories that include additional IDSF values for different damping ratios. Using a nuclear service building as a case study, we demonstrate that these enhanced time histories significantly improve FRS accuracy, benefiting seismic safety practices in the nuclear industry.
| Original language | English |
|---|---|
| Pages (from-to) | 680-693 |
| Number of pages | 14 |
| Journal | Bulletin of the Seismological Society of America |
| Volume | 115 |
| Issue number | 2 |
| DOIs | |
| State | Published - Apr 2025 |
| Externally published | Yes |
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