View source: R/zea_2016_gmpe.R
zea_2016_Sub_Interf | R Documentation |
This function calculates the ground motion median values and standard deviations
zea_2016_Sub_Interf(mag, T = 1000, fDepth, dist, DistV, SiteClass)
mag |
Moment magnitude, a numeric value |
T |
Period (sec) (range should be between 0.005 s and 5 s). Use 1000 (by default) for output the array of Sa with original Zhao et al per-defined periods |
fDepth |
Depth(km) to the top of ruptured plane (km) |
dist |
The closest distance (km) to rupture plane when is available, otherwise hypocentral distance. |
DistV |
The distance of volcanic path (km) |
SiteClass |
The site class: 1 for SC I, 2 for SC II, 3 for SC III 4 for SC IV sites. The relationship between site class and Vs30 is given by Zhao et al., 2016 (https://doi.org/10.1785/0120150056). SC I: Vs30 > 600 m/s; SC II: 300 < Vs30 =< 600 m/s; SC III: 200 < Vs30 =< 300 m/s; SC IV: Vs30 <= 200 m/s |
A list of six elements is returned: Sa - median spectral acceleration prediction (in g); RockSa - median spectral acceleration prediction on Rock reference site (in g); SiteAmp - Site amplication response spectral (subtraction in log(g)); sigma - totla standard deviation; phiSS - single station standard deviation; period - the corresponding oscillator periods
Zhao, et al. (2016). Ground‐Motion Prediction Equations for Subduction Interface Earthquakes in Japan Using Site Class and Simple Geometric Attenuation Functions Bulletin of the Seismological Society of America. 106(4): 1518-1534
zea_2016_Sub_Interf(mag = 7.5, T = 1000, fDepth = 0.0, dist = 40.0,
DistV = 0.0, SiteClass = 4)
zea_2016_Sub_Interf(mag = 7.5, T = c(0.025, 0.5), fDepth = 0.0, dist = 40.0,
DistV = 0.0, SiteClass = 4)
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