References
- Abrahamson, N. A., Silva, W. J., and Kamai, R. (2014), "Summary of the ASK14 Ground Motion Relation for Active Crustal Regions", Earthq. Spectra, Vol.30, No.3, pp.1025-1055. https://doi.org/10.1193/070913EQS198M
- American Society of Civil Engineers (ASCE) (2016), Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-16), American Society of Civil Engineers, 800p.
-
Boore, D. M. (2004), "Estimating
$V_S$ (30) (or NEHRP Site Classes) from Shallow Velocity Models (Depths < 30 m)", Bull. Seism. Soc. Am., Vol.94, No.2, pp.591-597. https://doi.org/10.1785/0120030105 - Boore, D. M., Thompson, E. M., and Cadet, H. (2011), "Regional Correlations of VS30 and Velocities Averaged Over Depths Less than and Greater than 30 Meters", Bull. Seism. Soc. Am., Vol.101, No.6, pp.3046-3059. https://doi.org/10.1785/0120110071
- Boore, D. M., Stewart, J. P., Seyhan, E., and Atkinson, G. M. (2014), "NGA-West2 Equations for Predicting PGA, PGV, and 5% Damped PSA for Shallow Crustal Earthquakes", Earthq. Spectra, Vol.30, No.3, pp.1057-1085. https://doi.org/10.1193/070113EQS184M
- Campbell, K. W. and Bozorgnia, Y. (2014), "NGA-West2 Ground Model for the Average Horizontal Components of PGA, PGV, and 5% Damped Linear Acceleration Response Spectra", Earthq. Spectra, Vol.30, No.3, pp.1087-1115. https://doi.org/10.1193/062913EQS175M
- Campillo, M., Gariel, J. C., Aki, K., and Sanchez-Sesma, F. J. (1989), "Destructive Strong Ground Motion in Mexico City: Source, Path, and Site Effects during Great 1985 Michocán Earthquake", Bull. Seism. Soc. Am., Vol.79, No.6, pp.1718-1735. https://doi.org/10.1785/BSSA0790061718
- Chiou, B. S. J. and Youngs, R. R. (2014). "Update of the Chiou and Youngs NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra", Earthq. Spectra, Vol.30, No.3, pp.1117-1153. https://doi.org/10.1193/072813EQS219M
- Dai, Z., X. Li, and C. Hou (2013), "A Shear-wave Velocity Model for VS30 Estimation based on a Conditional Independence Property", Bull. Seism. Soc. Am., Vol.103, No.6, pp.3354-3361. https://doi.org/10.1785/0120130025
- Earthquake Engineering Society of Korea (EESK) (1997), Standard of Seismic Design, Earthquake Engineering Society of Korea (in Korean).
- Integrated DB Center of National Geotechnical Information (Geoinfo) (2020), Geotechnical Information Portal System, available at: https://geoinfo.or.kr/. (last accessed: January 2, 2020) (in Korean)
- Kwak, D. Y., Ancheta, T. D., Mitra, D., Ahdi, S. K., Zimmaro, P., Parker, G. A. Brandenberg, S. J., and Stewart, J. P. (2017), "Performance Evaluation of VSZ-to-VS30 Correlation Methods Using Global VS Profile Database", 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering, Vancouver, July 16-19, 2017, Paper No. 399.
- Lee, J. K. et al. (2015), A basic study on building ShakeMap database of scenario earthquakes in the Korean Peninsula, Report for Korea Meteorological Administration, CATER 2012-5050 (in Korean).
- Midorikawa, S. and Y. Nogi (2015), "Estimation of VS30 from Shallow Velocity Profile", J. Japan Assoc. Earthq. Eng., Vol.15, No.2, pp.91-96 (in Japanese).
- Sun, C. G., Chung, C. K., and Kim, D. S. (2007), "Determination of Mean Shear Wave Velocity to the Depth of 30 m based on Shallow Shear Wave Velocity Profile", Earthq. Eng. Soc. Korea, Vol.11, No.1, pp.45-57. (in Korean) https://doi.org/10.5000/EESK.2007.11.1.045
-
Wang, H. Y. and Wang, S. Y. (2015), "A New Method for Estimating
$V_S$ (30) from a Shallow Shear-wave Velocity Profile (Depth < 30 m)", Bull. Seism. Soc. Am., Vol.105, No.3, pp.1359-1370. https://doi.org/10.1785/0120140103