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Kriging-based ground motion intensity measure calculator.

Project description

gmKriger

gmKriger: A Kriging-based ground motion intensity measure (GMIM) calculator. gmKriger computes GMIMs for past earthquake events given a site's location (latitude and longitude) and the site's Vs30. gmKriger uses Ordinary Kriging interpolation and the spatial correlation models functional forms proposed by Bodenmann et al. (2023) developed using a Bayesian approach and ground motion data.

Installation

Need the following packages:

pip install nvector
pip install torch
pip install geopy
pip install shapely
pip install nvector

pip install geostats
pip install gmms
pip install pygmm
pip install gmKriger

How to use

Inputs

site:
Site ID(s) or site name(s).

latitude:
Site's latitude(s).

longitude:
Site's longitude(s).

Vs30:
Time-average shear-wave velocity in the top 30 m for the site(s).

earthquake:
Event from the available models (e.g., '1989 M6.9 Loma Prieta').

model:

  • realizations: To use 1000 spatial correlation models.
  • MAP: To use the maximum a posteriori spatial correlation model.
  • all: To use all the 1000 and the maximum a posteriori spatial correlation models.

gmim:
Ground motion intensity measure from the available models (e.g., 'PGA').

Run

import gmKriger

site      = ['Alameda Naval Air Station', 'Treasure Island', 'Alameda Bay Farm Island', 'Farris Farm', 'POO7']
latitude  = [37.785748,37.8261394,37.73380567,36.91026828,37.805242]
longitude = [-122.309346,-122.3712351,-122.250101,-121.7437891,-122.339702]
Vs30      = [186.2,181.1,230.7,209.5,223]

earthquake = '1989 M6.9 Loma Prieta'
model      = 'realizations'
gmim       = 'PGA'

gmKriger.get_Kgmim(site,latitude,longitude,Vs30,earthquake,model,gmim)
Site Lat (deg) Lon (deg) PGA (g) sigma_PGA (ln)
Alameda Naval Air Station 37.7857 -122.309 0.189312 0.386172
Treasure Island 37.8261 -122.371 0.135361 0.273654
Alameda Bay Farm Island 37.7338 -122.250 0.151978 0.429026
Farris Farm 36.9103 -121.744 0.458404 0.494209
POO7 37.8052 -122.339 0.154422 0.350264


Run this example using this code: here.

Models available

Get them using this code.

The spatial correlation models for the events and ground motion intensity measures below are accessible via DesignSafe (Pretell et al. 2023).

Earthquake PGA PGV Ia CAV CAVdp PSA(0.100) PSA(0.300) PSA(0.600) PSA(1.000) PSA(3.000) PSA(6.000) PSA(10.000)
1968 M8.2 Tokachi-Oki No No Yes Yes No No No No No No No No
1971 M6.6 San Fernando Yes Yes Yes Yes No No No No No No No No
1978 M7.7 Miyagiken-Oki No No Yes Yes No No No No No No No No
1979 M6.5 Imperial Valley Yes Yes Yes Yes No No No No No No No No
1980 M6.3 Victoria Yes Yes Yes Yes No No No No No No No No
1981 M5.9 Westmorland Yes Yes Yes Yes No No No No No No No No
1983 M7.7 Nihonkai-Chubu No No Yes Yes No No No No No No No No
1983 M6.8 Nihonkai-Chubu No No Yes Yes No No No No No No No No
1987 M6.5 Superstition Hills Yes Yes Yes Yes No No No No No No No No
1989 M6.9 Loma Prieta Yes Yes Yes Yes No No No No No No No No
1993 M7.6 Kushiro-Oki Hokkaido No No Yes Yes No No No No No No No No
1994 M6.7 Northridge Yes Yes Yes Yes No No No No No No No No
1994 M8.3 Toho-Oki Hokkaido No No Yes Yes No No No No No No No No
1995 M6.9 Kobe Yes Yes Yes Yes No No No No No No No No
1999 M7.5 Kocaeli Yes Yes Yes Yes No No No No No No No No
1999 M7.6 Chi-Chi Yes Yes Yes Yes No No No No No No No No
2000 M6.6 Tottori Yes Yes Yes Yes No No No No No No No No
2002 M5.0 Au Sable Forks No No No No No No No No No No No No
2003 M8.3 Tokachi No No Yes Yes No No No No No No No No
2007 M6.8 Chuetsu-oki Yes Yes Yes Yes No No No No No No No No
2010 M7.2 El Mayor-Cucapah Yes Yes Yes Yes No No No No No No No No
2010 M7.0 Darfield Yes Yes Yes Yes No No No No No No No No
2010 M8.8 Maule No No Yes Yes No No No No No No No No
2011 M6.2 Christchurch Yes Yes Yes Yes No No No No No No No No
2011 M5.0 Christchurch Yes No No No No No No No No No No No
2011 M6.0 Christchurch Yes Yes Yes Yes No No No No No No No No
2011 M5.9 Lyttleton Yes Yes Yes Yes No No No No No No No No
2011 M9.1 Tohoku-Oki No No Yes Yes No No No No No No No No
2012 M6.1 Emilia Yes Yes Yes Yes No No No No No No No No
2012 M6.0 Emilia Yes Yes Yes Yes No No No No No No No No
2019 M7.06 Ridgecrest Yes Yes Yes Yes No No No No No No No No
2019 M6.48 Ridgecrest Yes Yes Yes Yes No No No No No No No No
2020 M7.0 Samos Yes Yes Yes Yes No No No No No No No No
2023 M7.81 Pazarcik Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
2023 M7.74 Kahramanmaras Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
2023 M6.81 Nurdagi Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
2023 M6.37 Yayladagi Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

Ground motion intensity measures (GMIMs) and units

GMIM Key Unit
Peak ground aceleration PGA g
Peak ground velocity PGV cm/s
Arias intensity Ia m/s
Cumulative absolute velocity CAV m/s
Damage-potential CAV CAVdp g-s
Pseudo-spectral acceleration @ 0.1 s PSA(0.100) g
Pseudo-spectral acceleration @ 0.3 s PSA(0.300) g
Pseudo-spectral acceleration @ 0.6 s PSA(0.600) g
Pseudo-spectral acceleration @ 1.0 s PSA(1.000) g
Pseudo-spectral acceleration @ 3.0 s PSA(3.000) g
Pseudo-spectral acceleration @ 6.0 s PSA(6.000) g
Pseudo-spectral acceleration @ 10.0 s PSA(10.000) g

Examples

  • Example 1: Compute PGA for the 1989 Loma Prieta Earthquake using all the 1000 spatial correlation models. here.
  • Example 2: Compute several ground motion intensity measures for the 2023 M7.8 Pazarcik Earthquake using the maximum aposteriori spatial correlation model. here.
  • Example 3: Compute several ground motion intensity measures for the 1987 M6.5 Superstition Hills Earthquake all the 1000 and the maximum aposteriori spatial correlation model. here.

Acknowledgements

  • The implementation of gmKriger greatly benefitted from discussions with Scott J. Brandenberg and Jonathan P. Stewart.

Citation

If you use these codes, please cite:

Pretell, R. (2023). RPretellD/gmKriger: Initial release (0.2.0). Zenodo. https://doi.org/10.5281/zenodo.10399419

Pretell, R., Brandenberg, S.J., and Stewart, J.P. "Optimizing ground motion intensity measures for soil liquefaction case histories." (In preparation).

Pretell, R., Brandenberg, S., and Stewart, J. (2023) "Consistently computed ground motion intensity measures for liquefaction triggering assessment." DesignSafe-CI. https://doi.org/10.17603/ds2-6vj1-t096 v2

DOI

Contact

For any questions or comments, contact Renmin Pretell at rpretell@unr.edu.

Project details


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