Evaluation of the Response of BRM Analysis with Spring-Damper Absorbing Boundary Condition according to Modeling Extent of FE Region for the Nonlinear SSI Analysis |
Lee, Eun-Haeng
(Department of Civil and Environmental Engineering, Chonnam National Univ.)
Kim, Jae-Min (Department of Marine and Civil Engineering, Chonnam National Univ.) Jung, Du-Ri (Department of Civil and Environmental Engineering, Chonnam National Univ.) Joo, Kwang-Ho (Central Research Institute of KHNP) |
1 | ANSYS Version 16.0. www.ansys.com |
2 | ASCE 4-16 Draft. (2016) Seismic Analysis of Safety-Related Nuclear Structures and Commentary, ASCE. |
3 | 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 |
4 | 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 |
5 | Deeks, A.J., Randolph, M.F. (1994) Axisymmetric Time Domain Transmitting Boundaries, J. Eng. Mech., ASCE, 120(1), pp.25-42. DOI |
6 | EduPro Civil Systems. ProShake User's Manual : Ground Response Analysis Program, Version 1.1. |
7 | Han, S.R., Nam, M.J., Seo, C.G., Lee, S.H. (2015) Soil-Structure Interaction Analysisfor Base- Isolated Nuclear Power Plants Using an Iterative Approach, Earthq. Eng. Soc. Korea, 19(1), pp.21-28. DOI |
8 | Kellezi, L. (2000) Local Transmitting Boundaries for Transient Elastic Analysis, Soil Dyn. & Earthq. Eng., 19, pp.533-547. DOI |
9 | Kim, J.M., Lee, E.H. (2013) Boundary Reaction Method for Nonlinear Soil-Structure Interaction Analysis, Proceeding KSCE Conference. |
10 | Lee, G.H., Hong, K.Y., Lee, E.H., Kim, J.M. (2014) 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 |
11 | 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 |
12 | 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. |
13 | 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 |
14 | 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 |
15 | Liu, J., Lu, Y. (1998) A Direct Method for Analysis of Dynamic Soil-Structure Interaction Based on Interface Idea, Dev. Geotech. Eng., 83 - Dynamic Soil-Structure Interaction, pp.261-276. |
16 | Seo, C.G., Kim, J.M. (2012) KIESSI Program for 3-D Soil-Structure Interaction Analysis, Comput. Struct. Eng., 25(3), pp.77-83. |
17 | Wolf, J.P. (1985) Dynamic Soil-Structure Interaction Analysis, Prentice-Hall. |
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 |