Embedment Effect of Foundation on the Response of Base-Isolated NPP Structure |
Lee, Eun-Haeng
(Department of Civil and Environmental Engineering, Chonnam National Univ.)
Kim, Jae-Min (Department of Marine and Civil Engineering, Chonnam National Univ.) Lee, Sang-Hoon (KEPCO E&C) Kim, Jae-Hee (KEPCO E&C) |
1 | Alavi, E., Alidoost, M. (2012) Soil-Structure Interaction Effects on Seismic Behavior of Base-Isolated Buildings, 15th WCEE. |
2 | ANSYS Version 16.0 www.ansys.com |
3 | Apsel, R.J., Luco, J.E. (1987) Impedance Functions for Foundations Embedded in a Layered Medium: An Integral Equation Approach, Earthq. Eng. & Struct. Dyn., 15, pp.213-231. DOI |
4 | ASCE 4-12 (2012) Seismic Analysis of Safety-Related Nuclear Structures and Commentary, Draft Revision 16, ASCE. |
5 | Basu, U. (2009) Explicit Finite Element Perfectly Matched Layer for Transient Three-Dimensional Elastic Waves, Int. J. Numer. Meth. Eng., 77, pp.151-176. DOI |
6 | Bernal, D., Youssef, A. (1998) A Hybrid Time Frequency Domain Formulation for Non-Linear Soil-Structure Interaction, Earthq, Eng. & Struct. Dyn, 27, pp.673-685. DOI |
7 | Bielak, J., Loukakis, K., Hisada, Y., Yoshimura, C. (2003) Domain Reduction Method for Three-Dimensional Earthquake Modeling in Localized Regions. Part I: theory, Bull. Seismol. Soc. Am., 93(2), pp.817-824. DOI |
8 | Deek, A.J, Randolph, M.F. (1994) Axisymmetric Time Domain Transmitting Boundaries, J. Eng. Mech., ASCE, 120(1), pp.25-42. DOI |
9 | Forni, M., Poggianti, A., Dusi, A. (2012) Seismic Isolation of Nuclear Power Plant, 15th WCEE, pp.24-28. |
10 | Gazetas, G. (1991) Formulas and Charts for Impedances of Surface and Embedded Foundations, J. Geotech. Eng., 117(9), pp.1363-1381. DOI |
11 | Han, S.R., Nam, M.J., Seo, C.G., Lee, S.H. (2015) Soil-Structure Interaction Analysis for Base-Isolated Nuclear Power Plants Using an Iterative Approach, Earthq. Eng. Soc. Korea, 19(1), pp.21-28. DOI |
12 | Jarernprasert, S.E., Bazan-Zurita, E., Bielak, J. (2013) Seismic Soil-Structure Interaction Response of Inelastic Structures, Soil Dyn.& Earthq. Eng., 47, pp.132-143. DOI |
13 | Jaya, K.P., Meher Prasad, A. (2004) Embedded Foundation with Different Parameters under Dynamic Excitations, 13th World Conf. Earthq. Eng., pp.1-6. |
14 | Karabork, T., Deneme, I.O., Bilgehan, R.P. (2014) A Comparison of the Effect of SSI on Base Isolation Systems and Fixed-Base Structures for Soft Soil, Geomech. & Eng., 7(1), pp.87-103. DOI |
15 | Kawamoto, J.D. (1983) Solution of Nonlinear Dynamic Structural System Based on a Hybrid Frequency-Time- Domain Approach, Research Report R83-5, MIT, Dept. of Civil Eng, Cambridge, MA. |
16 | Kellezi, L. (2000) Local Transmitting Boundaries for Transient Elastic Analysis, Soil Dyn.& Earthq. Eng., 19, pp.533-547. DOI |
17 | Kim, J.M., Lee, E.H. (2013) Boundary Reaction Method for Nonlinear Soil-Structure Interaction Analysis, KSCE Conference. |
18 | Kim, J.M., Lee, E.H., Lee, S.H. (2016) Boundary Reaction Method for Nonlinear Analysis of Soil-Structure Interaction under Earthquake Loads, Soil Dyn.& Earthq. Eng., 89, pp.85-90. DOI |
19 | Lee, E.H., Kim, J.M., Lee, S.H. (2015) Nonlinear Soil-Structure Interaction Analysis of a Seismically Isolated Nuclear Power Plant Structure using the Boundary Reaction Method, Earthq. Eng. Soc. Korea, 19(1), pp.37-43. DOI |
20 | Lee, G.H., Hong, K.Y., Lee, E.H., Kim, J.M. (2014a) Verification of Linear FE Model for Nonlinear SSI Analysis by Boundary Reaction Method, J. Comput. Struct. Eng, Inst. Korea, 27(2), pp.95-102. DOI |
21 | Lee, J.H., Song, J.K., Lee, E.H. (2014b) Multi-Step Analysis of Seismically Isolated NPP Containment Structures with Lead-Rubber Bearings, Earthq. Eng. Soc. Korea, 18(6), pp.261-269. DOI |
22 | Lee, J.H., Kim, J.H., Kim, J.K. (2016) Perfectly Matched Discrete Layers for Three-Dimensional Nonlinear Soil-Structure Interaction Analysis, Comput. & Struct., 165, pp.34-47. DOI |
23 | Lee, S.H., Lee, Y.S. (2010) Application Plan of Seismic Isolation System for APR1400, Proceeding of the Earthquake Engineering Workshop, Earthq. Eng. Soc. Korea. |
24 | Li, P., Song, E.X. (2014) A Viscous-Spring Transmitting Boundary for Cylindrical Wave Propagation in Saturated Poroelastic Media, Soil Dyn. & Earthq. Eng., 65, pp.269-283. DOI |
25 | Liu, J., Gu, Y., Wang, Y., Li, B. (2006) Efficient Procedure for Seismic Analysis of Soil-Structure Interaction System, Tsinghua Sci. & Tech., 11, pp.625-631. DOI |
26 | LSTC (2010) LS-DYNA User's Manual, Vols. 1 & 2, Version 971 R5. |
27 | Luco, J.E. (2014) Effects of Soil-Structure Interaction on Seismic Base Isolation, Soil Dyn. & Earthq. Eng., 66, pp.67-177. |
28 | Lysmer, J., Tabatabaie-Raissi, M., Tajirian, F., Vahdani, S., Ostadan, F. (1988) SASSI: A System for Analysis of Soil-Structure Interaction - User's Manual, University of California, Berkeley, CA. |
29 | Mita, A., Luco, J.E. (1987) Dynamic Response of Embedded Foundations: A Hybrid Approach, Comput. Methods Appl. Mech. & Eng., 63, pp.233-259. DOI |
30 | Seo, C.G., Kim, J.M. (2012) KIESSI Program for 3-D Soil-Structure Interaction Analysis, J. Comput. Struct. Eng. Inst. Korea, 25(3), pp.77-83. |
31 | Solberg, J.M., Hossain, Q., Blink, J.A., Bohlen, S.R., Mseis, G., Greenberg, H. (2013) Development of a Generalized Methodology for Soil-Structure Interaction Analysis Using Nonlinear Time-Domain Techniques, Report # LLNL-TR-635762, Lawrence Livermore National Laboratory. |
32 | Spyrakos, C.C., Koutromanos, I.A., Maniatakis, C.A. (2009) Seismic Response of Base-Isolated Buildings Including Soil-Structure Interaction, Soil Dyn. & Earthq. Eng., 29, pp.658-668. DOI |
33 | U.S. Nuclear Regulatory Commission (2007) Standard Review Plan(NUREC-0800), 3.7.2 Seismic System Analysis, Revision 3. |