참고문헌
- ANSYS 5.4 (1997), Basic analysis procedures guide, 000856, 2nd Edition, SASIP, Inc.
- Bagheripour, M.H. and Marandi, S.M. (2003), "Analysis of static and dynamic problems in geotechnics with infinite elements", Proceedings of Sixth International Conference in Civil Engineering, Isfahan University of Technology, Iran.
- Bagheripour, M.H. and Marandi, S.M. (2005), "A numerical model for unbounded soil domain in earthquake SSI analysis using periodic infinite elements", Int. J. Civil Eng., 3(2), 96-111.
- Baziar Mansour Khani, M.H. (2007), "Dynamic soil-structure interaction analysis using the scaled boundary element method", PhD thesis, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia.
- Boore, D. (2008), "TSPP, A collection of FORTRAN programs for processing and manipulating time series", U.S Geological Survey Open-File Report 2008-1111, Version 1.2, March.
- Bettes, P. (1977), "Infinite elements", Int. J. Numer. Meth. Eng., 11, 355-375. https://doi.org/10.1002/nme.1620110210
- Brinkgreve, R.B.J., Vermeer, P.A. and Bakker, K.J. (1988), Material model manual, PLAXIS V.7, A.A. Balkema, Rotterdam, Brookfield.
- Cattani, C. (2004), "Haar wavelet based on technique in evolution problems", Proc. Estonian Academic Sci. Phys. Math., 51, 45-63.
- Chen, C.F. and Hesiao, C.H. (1997), "Haar wavelet method for solving lumped and distributed-parameter systems", IEE P. - Contr. Theor. Ap., 144, 87-94. https://doi.org/10.1049/ip-cta:19970702
- Chen, C.F. and Hesiao, C.H. (1997), "Wavelet approach to optimizing dynamic systems", IEE P. - Contr. Theor. Ap., 144, 213-219.
- Chore, H.S., Ingle, R.K. and Sawant, V.A. (2009), "Building frame-pile foundation-soil interactive analysis", Interact. Multiscale Mech., 2(4), 397-411. https://doi.org/10.12989/imm.2009.2.4.397
- Chow, Y.K., and Smith, I.M. (1981), "Static and periodic infinite solid elements", Int. J. Numer. Math. Eng., 17, 503-526. https://doi.org/10.1002/nme.1620170403
- Chuhan, Z. and Zhao, C. (1987), "Coupling method of finite and infinite elements for strip foundation wave problems", Earthq. Eng. Struct. Dyn., 15, 839-85. https://doi.org/10.1002/eqe.4290150705
- Cundall, P.A., Kunar, R.R., Carpenter, P.C. and Marti, J. (1978), "Solution of infinite dynamic problems by finite modeling in the time domain", Conference on Applied Numerical Modelling, Madrid.
- Darbre, G.R. and Wolf, J.P. (1988), "Criterion of stability and implementation issues of hybrid frequency-time domain procedure for non-linear dynamic analysis", Earthq. Eng. Struct. Dyn., 16, 569-581. https://doi.org/10.1002/eqe.4290160408
- Deneme, I.O., Yerli, H.R., Severcan, M.H., Tanrikulu, A.H. and Tanrikulu, A.K. (2009), "Use and comparison of different types of boundary elements for 2D soil-structure interaction problems", Adv. Eng. Softw., 40, 847- 855. https://doi.org/10.1016/j.advengsoft.2009.01.006
- Ding, H.P. and Liao, Z.P. (2001), "A hybrid analysis method for linear dynamic soil-structure interaction in time and frequency domain", ACTA Seismol. Sinica, 14 (4), 440-447. https://doi.org/10.1007/s11589-001-0122-3
- Goedecker, S. and Ivanov, O. (1998), "Solution of multi scale partial differential equations using wavelets", Comput. Phys., 12(6), 548-555. https://doi.org/10.1063/1.168739
- Gouasmia, A. and Djeghaba, K. (2007), "Non-linear seismic soil-structure interaction analysis of structures based the substructure method", Asian J. Civil Eng. (Bulid. Housing), 8(2), 183-201.
- Heidari, A. (2004), "Optimum design of structures against earthquake by advanced optimization methods", PhD thesis, University of Kerman, Iran.
- Hsiao, C.H. and Wang, W.J. (2001), "Haar wavelet approach to nonlinear stiff systems", Math. Comput. Simulat., 57, 347-353. https://doi.org/10.1016/S0378-4754(01)00275-0
- Kausel, E. (1974), "Forced vibration of circular foundations in layered media", MIT Research Report R74-11, MIT.
- Kausel, E. (2010), "Early history of soil-structure interaction", J. Soil Dyn. Earthq. Eng., 30, 822-832. https://doi.org/10.1016/j.soildyn.2009.11.001
- Kim, D.K. (1999), "Analytical frequency-dependent infinite elements for soil-structure interaction analysis in time domain", PhD Dissertation, Korea Advanced Institute of Science and Technology, Korea.
- Kim, D.K. and Yun, C. (2000), "Time domain soil structure interaction analysis in two-dimensional medium based on analytical frequency dependant infinite elements", Int. J. Numer. Meth. Eng., 47, 1241-1261. https://doi.org/10.1002/(SICI)1097-0207(20000310)47:7<1241::AID-NME807>3.0.CO;2-9
- Kramer, S. L. (1996), Geotechnical earthquake engineering, Prentice Hall, N.J.
- Lepik, U. (2004), "Numerical solution of differential equations using haar wavelets", Math. Comput. Simulat.
- Liao, Z.P., Wong, H.L. and Yifan, Y. (1984), "A transmitting boundary for transient wave analysis", J. Eng. Mech. Division - ASCE, 27, 1063-1073.
- Logan, D. L. (2008), A first course in the finite element method, 4th Edition, Thompson.
- Lysmer, J. and Kuhlemeyer, R.L. (1969), "Finite dynamic model for infinite media", J. Eng. Mech. Division - ASCE, 95, 850-877.
- Masia, M.J., Kleeman, P.W. and Melchers, R.E. (2004), "Modeling soil-structure interaction for masonry structures", J. Struct. Eng. - ASCE, 130(4), 641-649. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:4(641)
- Matlab R2009B, Version 7.9.0.529, Mathworks Inc., USA.
- Nakhaei, M. and Ghannad, M.A. (2006), "The effect of soil-structure interaction on hysteretic energy demand of buildings", Struct. Eng. Mech., 24(5), 641-645. https://doi.org/10.12989/sem.2006.24.5.641
- Riddell, R. and Garcia, J.E. (2001), "Hysteretic energy spectrum and damage control", Earthq. Eng. Struct. Dyn., 30, 1791-1816. https://doi.org/10.1002/eqe.93
- Tabatabaiefar, H.R. and Massumi, A. (2010), "A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil-structure interaction", J. Soil Dyn. Earthq. Eng. (in press)
- Wang, J. (2005), "Influence of different boundary conditions on analysis of SSI", Proceedings of 18th International Conference on Structural Mechanics in Reactor Technology (SMIRT 18), Beijing China, August 7-12.
- White, W., Valliappan, S. and Lee, I.K. (1977), "Unified boundary for finite dynamic models", J. Eng. Mech. Division - ASCE, 103, 949-964.
- Wolf, J.P. (1985), Dynamic soil structure interaction, Prentice Hall, Englewood Cliffs, N.J.
- Wolf, J.P. (1994), Foundation vibration analysis using simple physical models, Prentice-Hall, Englewood Cliffs, NJ.
- Yun, C.B., Kim, D.K. and Kim, J.M. (2000), "Analytical frequency-dependent infinite elements for soil-structure interaction analysis in two dimensional medium", Eng. Struct., 22, 258-271. https://doi.org/10.1016/S0141-0296(98)00070-4
- Zhao, C., Valliappan, S. and Wang, Y.C. (1991), "An approximate method for simulating infinite media", Comput. Struct., 41(5), 1041-1049. https://doi.org/10.1016/0045-7949(91)90298-Z
- Zhao, C. and Valliappan, S.A. (1992), "Dynamic infinite element for 3-D infinite domain wave problems", Int. J. Numer. Math. Eng., 36, 2567-2580.
- Zhao, C. and Zhang, C. (1989), "Analysis of 3-D foundation wave problems by mapped dynamic infinite elements", J. Sci. China, 32(4), 479-491.
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