View source: R/bchydro_2019_subduction.R
bchydro_2019 | R Documentation |
This function calculates the ground motion median values and standard deviations
bchydro_2019(M, T = 1000, Rrup, Rhypo, F_faba, Vs30, F_event, Zh)
M |
Moment magnitude, a numeric value |
T |
Period (sec) (range should be between 0 s and 10 s). PSA at 0.01 s will be return for any T <= 0.01 s. Use 1000 (by default) for output the array of Sa with original BCHyrdo per-defined periods |
Rrup |
Closest distance (km) to the ruptured plane. Use for Interface. |
Rhypo |
Hypocentral distance(km). Use for Intraslab. |
F_faba |
Flag for BackArc sites: 0 for Forearc or unknown sites; 1 for Backarc sites |
Vs30 |
The time averaged shear wave velocity on the top 30 m. |
F_event |
Flag for interface event or intraslab events: 0 for Interface - use rupture distance; 1 for Intraslab - use hypocentral distance. |
Zh |
The depth of hypocenter (km) |
A list of five elements is returned: Sa - median spectral acceleration prediction (in g); sigma - totla logarithmic standard deviation (log); phi - within event residuals logarithmic standard deviation (log); tau - between event residuals logarithmic standard deviation (log); period - the corresponding oscillator periods
Abrahamson, N., Gregor, N., and Addo, K. (2019). BC Hydro Ground Motion Prediction Equations
bchydro_2019(M = 7.8, T = 1000, Rrup = 85, Rhypo = 100, F_faba = 0, Vs30 = 300, F_event = 0,
Zh = 25)
bchydro_2019(M = 7.8, T = c(0.010, 0.020, 0.030, 0.050, 0.075, 0.100, 0.150, 0.200, 0.250, 0.300,
0.400, 0.500, 0.600, 0.750, 1.000, 1.500, 2.000, 2.500, 3.000, 4.000, 5.000), Rrup = 85,
Rhypo = 100, F_faba = 1, Vs30 = 300, F_event = 1, Zh = 65)
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