American Samoa Seismic Hazard Maps Mark D. Petersen, Stephen C. Harmsen, Kenneth S. Rukstales, Charles S. Mueller, Daniel E. McNamara, Nicolas Luco, and Melanie Walling
American Samoa Formed by migration of tectonic plate over hot spot 2 to 28 Ma Pacific Plate motion GPS vector Tonga trench is one of most active subduction zones ( cm/yr), 22 M 7 earthquakes in last 110 yrs September, 2009 M 8.1 event on outer rise and interface
American Samoa tectonics
Depth sections
Moment tensors
South Pacific Zones for calculating b-value and Mmax
Seismicity analysis
Magnitude-frequency For this analysis we use catalog The rate of M 5’s seems to be higher The rate of M 7+ is similar Completeness near M 5
Magnitude-frequency
Magnitude-frequency plot by source
Magnitude-frequency plot Vanuatu
Magnitude-frequency for Tonga-Kermedec trench Model has two Mmax branches, M 8.5, 9, weighted equally
Ground motion analysis
Interface and Intraplate Earthquakes Interface and Intraplate, d=25 km
Interface and Intraplate Earthquakes
Intraplate and Interface Earthquakes M 9 curves
Intraplate earthquakes by depth (1 s and 0.2 s SA)
Ground motions for Shallow crustal earthquakes (1 s and 0.2 s SA) For M 8 crustal earthquakes Zhao is highest (less gm saturation with M) For M 6 crustal earthquakes Zhao is lowest In 2011 paper Zhao et al. suggests more magnitude saturation for M 7+ earthquakes.
Zhao et al. (2006) crustal, inslab, and interface earthquake ground motions Inslab earthquakes cause high gm Guam ground motions are dominated by Intraslab ground motions American Samoa ground motions are dominated by crustal sources
Oceanic data by distance and depth Red – interface, blue – intraplate
Zhao et al. (2006) model with Pacific strong ground motion data ( 1 s and PGA)
PGA station residuals after subtracting station term and systematic offsetStation residuals Residuals = data-prediction
PGA average single station residuals by magnitude and distance Residuals = data-prediction
Comparison of Guam data and Zhao
PGA5HZ1HZ ZHAO Systematic offset of Pacific data with Zhao et al. (2006) model Total Sigma, distance ≤ 300 km, M ≥ 6.0 Zhao and others (2006)Geomatrix Atkinson and Boore (2003) PGA HZ HZ
Source Model (depth) Calculate d b-value b-value standar d deviatio n Maximum recorded magnitude since 1900 Maximum recorded magnitud e since 1964 Maximum magnitude for calculations Rate of M≥7 s inc e 1900 Type of source S=smoot h F=fault Model source depth (km) Ground motion models Tonga Outer Rise (0–50 km) (8.0*) 8.2S10Crustal Zhao and NGA New Hebrides Outer Rise (0–50 km) S10Crustal Zhao and NGA Tonga Subduction Zone interface (0–50 km) (8.0*) 7.0 (see interface zone below) S10Crustal Zhao and NGA New Hebrides Subduction Zone Interface (0–50 km) (see interface zone below) S10Crustal Zhao and NGA Fiji zone (0–50 km) S10Crustal Zhao and NGA Background (elsewhere; 0–50 km) S10Crustal Zhao and NGA Background (50–100 km) S75Intraslab Background (100–200 km) S150Intraslab Background (200–300 km) S250Intraslab Background (300–400 km) S350Intraslab Background (400–500 km) S450Intraslab Background (500–600 km) S550Intraslab Background (600–723 km) S650Intraslab Tonga Subduction Zone Interface (0–50 km) M7–M9, 1900– (fixed)* * (8.0(fix ed)* ) 8.5, events / 110 years FH=25, top of zone is 10 km Inter-face New Hebrides Subduction Zone Interface (0–50 km) M7–M9, 1900– (fixed)* * , events / 110 years FH=25, top of zone is 10 km Inter-face
Model and Results
Logic tree In zones that include subduction zones, we use 30 percent strike-slip and 70 percent reverse in the ground-motion models. In all other zones, we use half strike-slip and half normal faulting mechanisms in the ground-motion models,
Hazard from subduction zones and seismicity ( 1 s SA)
Sensitivity
Maps and deaggregations
Seismic hazard map (10% PE of exceedance in 50 years for 1 s SA)
Seismic hazard map (2% PE of exceedance in 50 years for 1 s SA)
Seismic hazard map (10% PE of exceedance in 50 years for 0.2 s SA)
Seismic hazard map (2% PE of exceedance in 50 years for 0.2 s SA)
Deterministic analysis
Deaggregation for Pago Pago Contribution to hazard is shown by the height from one color to the next color.
Geographic deaggregation ( 1 s top, 0.2 s bottom)
Conclusions Model seismicity rates defined by historic seismicity We don’t know of any crustal faults on or near American Samoa For Pago Pago outer rise earthquakes and subduction interface earthquakes dominate hazard For Pago Pago crustal GMPE’s are the most important For Pago Pago we apply equally weighted Zhao et al. (2006, class 1-rock of about 600 m/s) and 3 NGA equations (NEHRP B/C, Vs30=760) Even though the ground motions are half the current IBC, we feel that the model for Pago Pago includes plausible sources and ground motion models and represents a reasonable estimate of the hazard