Research Article
Estimation of Time-Averaged Shear Wave Velocity (SWV) to 30 m considering Site SWV Structural Characteristic
Table 3
Model coefficients for California sites.
| H (m) | Coefficients | Residual standard deviations | a | b | c |
| 5 | 4.96E-01 | 8.40E-01 | 2.11E-01 | 9.75E-02 | 6 | 4.01E-01 | 8.79E-01 | 1.90E-01 | 8.86E-02 | 7 | 3.54E-01 | 8.97E-01 | 1.73E-01 | 8.36E-02 | 8 | 3.49E-01 | 8.95E-01 | 1.73E-01 | 7.61E-02 | 9 | 3.24E-01 | 9.02E-01 | 1.78E-01 | 6.65E-02 | 10 | 2.86E-01 | 9.14E-01 | 1.73E-01 | 5.94E-02 | 11 | 2.36E-01 | 9.33E-01 | 1.57E-01 | 5.46E-02 | 12 | 2.04E-01 | 9.45E-01 | 1.41E-01 | 5.11E-02 | 13 | 1.89E-01 | 9.49E-01 | 1.30E-01 | 4.76E-02 | 14 | 1.66E-01 | 9.57E-01 | 1.18E-01 | 4.39E-02 | 15 | 1.45E-01 | 9.63E-01 | 1.06E-01 | 4.07E-02 | 16 | 1.23E-01 | 9.71E-01 | 9.14E-02 | 3.82E-02 | 17 | 1.07E-01 | 9.77E-01 | 7.62E-02 | 3.65E-02 | 18 | 9.93E-02 | 9.78E-01 | 6.86E-02 | 3.39E-02 | 19 | 9.14E-02 | 9.79E-01 | 6.52E-02 | 3.09E-02 | 20 | 8.69E-02 | 9.79E-01 | 6.31E-02 | 2.79E-02 | 21 | 8.26E-02 | 9.78E-01 | 5.97E-02 | 2.48E-02 | 22 | 7.92E-02 | 9.78E-01 | 5.63E-02 | 2.20E-02 | 23 | 6.73E-02 | 9.81E-01 | 5.08E-02 | 1.89E-02 | 24 | 5.43E-02 | 9.85E-01 | 4.40E-02 | 1.60E-02 | 25 | 4.18E-02 | 9.89E-01 | 3.69E-02 | 1.33E-02 | 26 | 2.97E-02 | 9.92E-01 | 2.92E-02 | 1.03E-02 | 27 | 1.84E-02 | 9.96E-01 | 2.08E-02 | 7.62E-03 | 28 | 1.09E-02 | 9.98E-01 | 1.35E-02 | 5.04E-03 | 29 | 5.40E-03 | 9.99E-01 | 6.91E-03 | 2.48E-03 |
|
|