1. NC92Soil: A computer code for deterministic and stochastic 1D equivalent linear seismic site response analyses.
- Author
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Acunzo, Gianluca, Falcone, Gaetano, di Lernia, Annamaria, Mori, Federico, Mendicelli, Amerigo, Naso, Giuseppe, Albarello, Dario, and Moscatelli, Massimiliano
- Subjects
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SEISMIC response , *COMPUTER programming , *SURFACE waves (Seismic waves) , *GROUND motion , *SHEAR waves , *COMPUTER software , *DETERMINISTIC algorithms - Abstract
The extensive evaluation of the impact of local seismo-stratigraphic configurations on seismic ground motion presents significant challenges due to the necessity of considering the combined effects of uncertainty and small-scale lateral variability of the relevant parameters. To effectively explore these sources of uncertainty, a new Python-based computer program is proposed for one-dimensional seismic site response simulations, adopting the equivalent linear viscoelastic approach in the frequency domain. With respect to existing software, the code introduces new pre- and post-processing features, which also meet the specific requirements of seismic microzonation studies. Within the code, the complete spectrum of uncertainties related to local seismo-stratigraphic configurations, including lithotype successions, layer thicknesses, and seismic and geotechnical properties for the considered lithotypes, is managed by considering user-defined constraints and statistical properties of the relevant parameters. Additionally, a batch approach is offered, enabling the application of the procedure to an unlimited number of different scenarios. To demonstrate the potentiality of the proposed code, a comprehensive set of 90,000 local seismic site response analyses was conducted, showing a clear correlation between the amplification factors, the mean shear wave velocity in the upper 30 m, the fundamental frequency of the deposit and the depth to the seismic bedrock. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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