1 Mokha, A. S., "Verification of friction model of Teflon bearings under triaxialload" 119 (119): 240-261, 1993
2 Ronald L. Mayes, "The Seismic Design Handbook2nd Edition Ch. 14 Design of Structures with Seismic Isolation"
3 Bozidar Stojadinovic, "Technical Considerations for Seismic Isolation of Nuclear Facilities, US NRC Report" 46-62, 2011
4 US NRC, "Seismic Design Parameters(Rev 3), NUREG-0800 SRP3.7.1"
5 Japan Nuclear Energy Safety, "Regulatory Guideline for Reviewing Seismic Isolation Structure, JNES-SS-1001"
6 US NRC, "Regulatory Guide 1.60 - Design Response Spectra for Seismic Design of Nuclear Power Plants"
7 US NRC, "Regulatory Guide 1.208 - A Performance-Based Approach to Define the Site-Specific Earthquake Ground Motion"
8 Gomase O. P., "Performance of Non-Linear Elastomeric Base-Isolated Building Structure" 2 (2): 280-289, 2011
9 Ryan, K. L., "Nonlinear model for lead-rubber bearings including axial-load effects" 131 (131): 1270-1278, 2005
10 National Institute of Building Sciences, "NEHRP Recommended Provisions(FEMA 451), 11-1~11-34"
1 Mokha, A. S., "Verification of friction model of Teflon bearings under triaxialload" 119 (119): 240-261, 1993
2 Ronald L. Mayes, "The Seismic Design Handbook2nd Edition Ch. 14 Design of Structures with Seismic Isolation"
3 Bozidar Stojadinovic, "Technical Considerations for Seismic Isolation of Nuclear Facilities, US NRC Report" 46-62, 2011
4 US NRC, "Seismic Design Parameters(Rev 3), NUREG-0800 SRP3.7.1"
5 Japan Nuclear Energy Safety, "Regulatory Guideline for Reviewing Seismic Isolation Structure, JNES-SS-1001"
6 US NRC, "Regulatory Guide 1.60 - Design Response Spectra for Seismic Design of Nuclear Power Plants"
7 US NRC, "Regulatory Guide 1.208 - A Performance-Based Approach to Define the Site-Specific Earthquake Ground Motion"
8 Gomase O. P., "Performance of Non-Linear Elastomeric Base-Isolated Building Structure" 2 (2): 280-289, 2011
9 Ryan, K. L., "Nonlinear model for lead-rubber bearings including axial-load effects" 131 (131): 1270-1278, 2005
10 National Institute of Building Sciences, "NEHRP Recommended Provisions(FEMA 451), 11-1~11-34"
11 National Institute of Building Science, "NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures(FEMA 450) Ch.13"
12 Architectural Institute of Korea, "Korea Building Code"
13 Korean Society of Civil Engineers, "Korea Bridge Design Code"
14 Japan Electric Association Guide, "JEAG 4614-2000 : Technical Guidelines on Seismic Base Isolation Systems for Structural Safety and Design of Nuclear Power Plants"
15 American Association of State Highway and Transportation Officials, "Guide Specifications for Seismic Isolation Design 3rd Edition" 15-16, 2010
16 American Society of Civil Engineers, "ASCE/SEI 7-10 : Minimum Design Loads for Buildings and Other Structures Ch.17. Seismic Design Requirements for Seismically Isolated Structures"
17 Jong-Hak Kim, "A Technical Review Report of Seismic Analysis and Enveloped Site Design in Shin-Kori NPP #3&4" Korea Hydro and Nuclear Power 18-19, 2008
18 Hyun-Uk Kim, "A Parametric Study on Preliminary Design of the Seismic Isolation System for NPP" Earthquake Engineering Society of Korea 219-222, 2012