Computational Structural Engineering (전산구조공학)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Nonlinear Soil-Structure Interaction (NLSSI) Analysis Methodologies

비선형 지반-구조물 상호작용 해석 방법

  • Published : 2018.09.03
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Abstract

Keywords

References

  1. ABAQUS [Computer Software] Dassault Systemes, Waltham, MA, USA.
  2. ANSYS 14.0 [Computer Software] ANSYS Inc., Canonsburg, PA, USA.
  3. ASCE 4-16 (2017) Seismic Analysis of Safety-Related Nuclear Structures and Commentary, ASCE, USA.
  4. Basu, U. (2009) Explicit Finite Element Perfectly Matched Layer for Transient Three-Dimensional Elastic Waves, Int. J. Numer. Methods Eng., 77(2), 151-176. https://doi.org/10.1002/nme.2397
  5. Bebamzadeh, A., Rahmani, A., Taiebat, M., Ventura, C.E., Finn, W.D.L. (2014) Performance-based Seismic Design of Bridges Using High Performance Computing Tools, Proceedings of the Tenth U.S. National Conference on Earthquake Engineering, EERI, July 21-25, Anchorage, USA.
  6. Bielak, J., Christiano, P. (1984) On the Effective Seismic Input for Nonlinear Soil-Structure Interaction System, Earthq. Eng. & Struct. Dyn., 12, 107-119. https://doi.org/10.1002/eqe.4290120108
  7. Bielak, J., Loukakis, K., Hisada, Y. and Yoshimura, C. (2003) Domain Reduction Method for Three-Dimensional Earthquake Modeling in Localized Regions, Part I: Theory, Bulletin of the Seismological Society of America, 93(2), 817-824. https://doi.org/10.1785/0120010251
  8. Bolisetti, C., Coleman, J., Talaat, M.M., Hashimoto, P. (2015) Advanced Seismic Fragility Modeling Using Nonlinear Soil-Structure Interaction Analysis, Report No. INL/EXT-15-36735, Idaho National Lab., Idaho Falls, Idaho, USA.
  9. Coleman, J.L., Bolisetti, C., Whittaker, A.S. (2016) Time-Domain Soil-Structure Interaction Analysis of Nuclear Facilities, Nuclear Eng. & Design, 298, 264-270. https://doi.org/10.1016/j.nucengdes.2015.08.015
  10. Coleman, J.L., Spears, R., Cohen, M. (2015) Development of a Nonlinear Time Domain Methodology (Part I), SMiRT-23, August 10-14, Manchester, United Kingdom, Division III, Paper ID 462.
  11. ESSI Simulator [Computer Software] http://sokocalo.engr.ucdavis.edu/-jeremic/Real_ESSI_Simulator/
  12. Feng, Sinha, Abell, Yang, Behbehani, Orbovic, McCallen, Jeremic (2017) Nonlinear Effects in Earthquake Soil Structure Interaction of Nuclear Power Plants, SMiRT24, Busan, Korea.
  13. Guddati M, Savadatti S. (2012) Efficient and Accurate Domain-Truncation Techniques for Seismic Soil-Structure Interaction, Earthquakes Struct., 3, 563-580. https://doi.org/10.12989/eas.2012.3.3_4.563
  14. Jeremic, B. (2016) Development of Analytical Tools for Soil-Structure Analysis, Final Report to CNSC-CCSN, Contract No. 87055-10-0266.
  15. Jeremic, B., Tafazzoli, N., Kamrani, B., Tasiopoulou, P., Jeong, C. (2011) Report to NRC on: Investigation of Analysis Methods to Incorporate Multi-Dimensional Loading and Incoherent Ground Motions in Soil-Structure Interaction Analysis, Department of Civil and Environmental Engineering, University of California, Davis.
  16. Kellezi, L. (2000) Local Transmitting Boundaries for Transient Elastic Analysis, Soil Dyn. & Earthq. Eng., 19, 533-547. https://doi.org/10.1016/S0267-7261(00)00029-4
  17. Kim, J.M., Lee, E.H., Kim, Y.S., Lee, C.H., Lim, J.S. (2018) Assessment of NPP Containment Building Integrity through Time-Domain Nonlinear SSI Analysis, KPVP Workshop of Containment Building and Seismic Design Technology Division, July 19, Daejon, Korea.
  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, 85-90. https://doi.org/10.1016/j.soildyn.2016.07.020
  19. Kwon, O.S., Elnashai, A.S. (2008) Seismic Analysis of Meloland Road Overcrossing Using Multi-platform Simulation Software Including SSI, Journal of Structural Engineering, ASCE, 134(4), 651-660. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:4(651)
  20. Lee, E.H., Kim, J.M., Seo, C.G. (2013) Large-scale 3D SSI Analysis using KIESSI-3D Program, COSEIK J. Comput. Struct. Eng., 26(6), 439-445.
  21. 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, COSEIK J. Comput. Struct. Eng., 27(2), 95-102.
  22. Lee, J.H., Kim, J.H., Kim, J.K. (2016) Perfectly Matched Discrete Layers for Three-Dimensional Nonlinear Soil-Structure Interaction Analysis, Computers and Structures, 165. 34-47. https://doi.org/10.1016/j.compstruc.2015.12.004
  23. Lee, J.H., Kim, J.K., Kim, J.H. (2014) Nonlinear Analysis of Soil-Structure Interaction Using Perfectly Matched Discrete Layers, Computers & Structures, 142, 28-44. https://doi.org/10.1016/j.compstruc.2014.06.002
  24. Lee, S.H. (2006) Application of the Perfectly Matched Layers for Seismic Soil-Structure Interaction Analysis in the Time Domain, M.Sc. Dissertation, University of Hawaii, USA.
  25. Livermore Software Technology Corporation. (2012) LS-DYNA Keyword User's Manual, Livermore, CA, USA.
  26. MASTODON [Computer Software] https://moose.inl.gov/mastodon/SitePages/Nonlinear%20Soil-Structure%20Interaction.aspx
  27. OpenSees [Computer Software] http://opensees.berkeley.edu
  28. Rodriguesa, A., Dimitrovovab, Z. (2015) The Caughey Absorbing Layer Method - Implementation and Validation in ANSYS Software, Latin American Journal of Solids and Structures, 12, 1540-1564. https://doi.org/10.1590/1679-78251713
  29. Semblat, J-F., Lenti, L., Gandomzadeh, A. (2011) A Simple Multi‐directional Absorbing Layer Method to Simulate Elastic Wave Propagation in Unbounded Domains, Int. J. Numer. Meth. Eng., 85(12), 1543-1583. https://doi.org/10.1002/nme.3035
  30. Seo, C.G., Kim, J.M., (2012) KIESSI Program for 3-D Soil-Structure Interaction Analysis, Computational Structural Engineering, 25(3), 77-83.
  31. Spears, B., Metiz, G., Coleman, J. (2015) Development of a Nonlinear Time Domain Methodology, Results (Part II), SMiRT-23, August 10-14, Manchester, UK, Paper ID 463.
  32. Stefanidou, S.P., Sextos, A.G., Kotsoglou, A.N., Lesgidis, N., Kappos, A. (2017) Soil-structure Interaction Effects in Analysis of Seismic Fragility of Bridges Using an Intensity-based Ground Motion Selection Procedure, Engineering Structures, 151, 366-380. https://doi.org/10.1016/j.engstruct.2017.08.033
  33. Velez, V.D., Gomez, J. (2015) Implementation of a Modified Domain Reduction Technique as an Engineering Tool for Site Response Analysis: Method Validation and Verification Under Incident SH Waves, Department of Civil Engineering, University EAFIT, Colombia.
  34. Yang, A., He, L., Bielak, J., Zhang, Y., Elgamal, A., Conte, J. (2003) Nonlinear Seismic Response of a Bridge Site subjected to Spatially Varying Ground Motion, Proceedings of the 16th ASCE Engineering Mechanics Conference, July 16-18, Seattle, USA.
  35. Zhao, C., Valliappan, S. (1993) An Efficient Wave Input Procedure for Infinite Media, Communications in Numerical Methods in Engineering, 9, 407-415. https://doi.org/10.1002/cnm.1640090506
  36. Zong, X. (2015) Seismic Fragility Analysis for Highway Bridges with Consideration of Soil-Structure Interaction and Deterioration, Ph.D. Dissertation, City University of New York, USA.