Applied Technology Council (ATC) (1996). Improved seismic design criteria for California bridges: Provisional Recommendations, ATC-32, California Dep. of Transportation, p. 92.Applied Technology Council (ATC) (1996). Improved seismic design criteria for California bridges: Provisional Recommendations, ATC-32, California Dep. of Transportation, p. 92.

Beim, G. K. and Hobbs, B. F. (1997). “Event tree analysis of lock closure risks.” Journal Water Resour. Plan Manag., ASCE, Vol. 123, pp. 137-198.10.1061/(asce)0733-9496(1997)123:3(169)Beim, G. K. and Hobbs, B. F. (1997). “Event tree analysis of lock closure risks.” Journal Water Resour. Plan Manag., ASCE, Vol. 123, pp. 137-198.

Engemoen, W., Fiedler, W. and Osmun, D. (2015). The role of empiricism in quantitative risk analysis, Proc. 35th Annul USSD Conference, USSD, Louisville, pp. 73-83.Engemoen, W., Fiedler, W. and Osmun, D. (2015). The role of empiricism in quantitative risk analysis, Proc. 35th Annul USSD Conference, USSD, Louisville, pp. 73-83.

Hepler, T., Fiedler, B. and LaBoon, J. (2009). Risk analysis for Shasta dam raise, Proc. 29th Annul USSD Conference, USSD, Nashville, pp. 1167-1179.Hepler, T., Fiedler, B. and LaBoon, J. (2009). Risk analysis for Shasta dam raise, Proc. 29th Annul USSD Conference, USSD, Nashville, pp. 1167-1179.

Korea Ministry of Land, Transport and Maritime Affairs (MLTM) (2011). Dam design criterion, MLTM, pp. 223-224 (in Korean).Korea Ministry of Land, Transport and Maritime Affairs (MLTM) (2011). Dam design criterion, MLTM, pp. 223-224 (in Korean).

Korea Ministry of Public Safety and Security (MPSS) (2009). Act for safety management and disaster prevention of reservoirs and dams, Korea Presidential Decree No. 25840.Korea Ministry of Public Safety and Security (MPSS) (2009). Act for safety management and disaster prevention of reservoirs and dams, Korea Presidential Decree No. 25840.

Korea National Emergency Management (NEMA) (2013). Nation Earthquake Harzard Map, NEMA announcement No. 2013-179 (in Korean).Korea National Emergency Management (NEMA) (2013). Nation Earthquake Harzard Map, NEMA announcement No. 2013-179 (in Korean).

Noh, K. L., Lim, J. Y., Mok, Y. J. and Jung, Y. H. (2014). “Estimating geotechnical system response probability of internal erosion risk in fill dam using event tree analysis.” Journal of Korean Society of Civil Engineers, KSCE, Vol. 34, No. 6, December, pp. 1815-1829 (in Korean).10.12652/Ksce.2014.34.6.1815Noh, K. L., Lim, J. Y., Mok, Y. J. and Jung, Y. H. (2014). “Estimating geotechnical system response probability of internal erosion risk in fill dam using event tree analysis.” Journal of Korean Society of Civil Engineers, KSCE, Vol. 34, No. 6, December, pp. 1815-1829 (in Korean).

Pace, T. G., Schaefer, J. A., O’Leary, T. M. and Rauch, A. F. (2008). Simplified estimation of seismic deformation for risk analysis, Proc. 28th Annul USSD Conference, USSD, Portland, pp. 521-532.Pace, T. G., Schaefer, J. A., O’Leary, T. M. and Rauch, A. F. (2008). Simplified estimation of seismic deformation for risk analysis, Proc. 28th Annul USSD Conference, USSD, Portland, pp. 521-532.

Pell, S. and Fell, R. (2003). Damage and cracking of embankment dams by earthquake and the implications for internal erosion and piping, Proc. 21st Internal Congress on Large Dams, Montreal, ICOLD, Paris Q83-R17, Paris.Pell, S. and Fell, R. (2003). Damage and cracking of embankment dams by earthquake and the implications for internal erosion and piping, Proc. 21st Internal Congress on Large Dams, Montreal, ICOLD, Paris Q83-R17, Paris.

Swaisgood, J. R. (2003). Embankment dam deformations caused by earthquakes, Proc. 2003 Pacific Conference on Earthquake Engineering, Seattle, Washington.Swaisgood, J. R. (2003). Embankment dam deformations caused by earthquakes, Proc. 2003 Pacific Conference on Earthquake Engineering, Seattle, Washington.

US Army Corps of Engineers (USACE) (2009). Internal erosion toolbox.US Army Corps of Engineers (USACE) (2009). Internal erosion toolbox.

US Bureau of Reclamation (USBR) and US Army Corps of Engineers (USACE) (2015). Best practices in dam and levee safety risk analysis-methods to evaluate seismic risks for embankments, Ver.4.0, July.US Bureau of Reclamation (USBR) and US Army Corps of Engineers (USACE) (2015). Best practices in dam and levee safety risk analysis-methods to evaluate seismic risks for embankments, Ver.4.0, July.

US Nuclear Regulatory Commission (1975). Reactor safety study: An Assessment of Accident Risks in U.S. Commercial Nuclear Power Plants, WASH-1400, Nuclear Regulatory Commission, Washington, DC, U.S. US Nuclear Regulatory Commission (1975). Reactor safety study: An Assessment of Accident Risks in U.S. Commercial Nuclear Power Plants, WASH-1400, Nuclear Regulatory Commission, Washington, DC, U.S.

Yegian, M. K., Marciano, E. A. and Ghaharman, V. G. (1991). “Seismic risk analysis for earth dams.” Journal Geotech. Engrg., Vol. 117, No. 1, January, pp. 18-34.10.1061/(ASCE)0733-9410(1991)117:1(18)Yegian, M. K., Marciano, E. A. and Ghaharman, V. G. (1991). “Seismic risk analysis for earth dams.” Journal Geotech. Engrg., Vol. 117, No. 1, January, pp. 18-34.