View source: R/bchydro_2011_subduction.R
bchydro_2011 | R Documentation |
This function calculates the ground motion median values and standard deviations
bchydro_2011(
M,
T = 1000,
Vs30,
Rrup,
Rhypo,
Ftype,
faba,
depth,
flag_deltaC1 = 1
)
M |
Moment magnitude, a numeric value |
T |
Period (sec) (range should be between 0 s and 10 s). Use 1000 (by default) for output the array of Sa with original BCHyrdo per-defined periods |
Vs30 |
The time averaged shear wave velocity on the top 30 m. |
Rrup |
Closest distance (km) to the ruptured plane |
Rhypo |
Hypocentral distance(km) |
Ftype |
Flag for interface event or intraslab events: 0 for Interface - use rupture distance; 1 for Intraslab - use hypocentral distance. |
faba |
Flag for BackArc sites: 0 for Non-Backarc sites; 1 for Backarc sites |
depth |
The depth of hypocenter (km) |
flag_deltaC1 |
Flag for Recommended deltaC1 Values: 0 for Recommended deltaC1 Values NOT period dependent (-0.5, 0.0, 0.5) as on the 06/2010 model; 1 for Recommended deltaC1 Values Period dependent as on the 08/2011 model. Note: here we implement only the CENTRAL deltaC1 values! |
A list of four elements is returned: Sa - median spectral acceleration prediction (in g); RockSa - median spectral acceleration prediction on Rock reference site (in g); sigma - totla standard deviation (log); period - the corresponding oscillator periods
BC Hydro subduction Ground motion model. A report to BC Hydro Engineering No. E658 - Vol. 3 May 2009 by Abrahamson, et al.
bchydro_2011(M = 6, T = 1000, Vs30 = 450, Rrup = 85, Rhypo = 100,
Ftype = 0, faba = 0, depth = 25, flag_deltaC1 = 1)
bchydro_2011(M = 7.5, T = c(0.01, 2.5), Vs30 = 450, Rrup = 85, Rhypo = 100,
Ftype = 1, faba = 1, depth = 65, flag_deltaC1 = 1)
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