Dynamic soil-structure interaction analysis in time domain based on a modified version of perfectly matched discrete layers

Dong Van Nguyen1, Dookie Kim1
1Department of Civil Engineering, Kunsan National University, 558 Daehak-ro, Gunsan-si, 54150, Republic of Korea

Tài liệu tham khảo

Basu, 2004, Perfectly matched layers for transient elastodynamics of unbounded domains, International Journal for Numerical Methods in Engineering, 59, 1039, 10.1002/nme.896 Berenger, 1994, A perfectly matched layer for the absorption of electromagnetic waves, Journal of Computational Physics, 114, 185, 10.1006/jcph.1994.1159 Chopra, 2001 Cook, 2007 2014 Fatahi, 2018, Three-dimensional response of neighboring buildings sitting on pile foundations to seismic pounding, International Journal of Geomechanics, 18, 10.1061/(ASCE)GM.1943-5622.0001093 Guddati, 2006, Continued fraction absorbing boundary conditions for convex polygonal domains, International Journal for Numerical Methods in Engineering, 66, 949, 10.1002/nme.1574 Guddati, 2000, Continued-fraction absorbing boundary conditions for the wave equation, Journal of Computational Acoustics, 8, 139, 10.1142/S0218396X00000091 Hall, 2006, Problems encountered from the use (or misuse) of Rayleigh damping, Earthquake Engineering & Structural Dynamics, 35, 525, 10.1002/eqe.541 Hall, 2003 Hokmabadi, 2016, Influence of foundation type on seismic performance of buildings considering soil–structure interaction, International Journal of Structural Stability and Dynamics, 16, 1550043, 10.1142/S0219455415500431 Kausel, 1974 Kim, 2000, Time-domain soil–structure interaction analysis in two-dimensional medium based on analytical frequency-dependent infinite elements, International Journal for Numerical Methods in Engineering, 47, 1241, 10.1002/(SICI)1097-0207(20000310)47:7<1241::AID-NME807>3.0.CO;2-9 Lee, 2014, Nonlinear analysis of soil–structure interaction using perfectly matched discrete layers, Computers & Structures, 142, 28, 10.1016/j.compstruc.2014.06.002 Lysmer, 1971, The propagation of Love waves across nonhorizontally layered structures, Bulletin of the Seismological Society of America, 61, 1233, 10.1785/BSSA0610051233 Lysmer, 1969, Finite dynamic model for infinite media, Journal of the Engineering Mechanics Division, ASCE, 95, 859, 10.1061/JMCEA3.0001144 Lysmer, 1972, Shear waves in plane infinite structures, Journal of Engineering Mechanics, 98, 85 Park, 2004, Soil damping formulation in nonlinear time domain site response analysis, Journal of Earthquake Engineering, 8, 249, 10.1080/13632460409350489 Rowe, 2012 Savadatti, 2010, A finite element alternative to infinite elements, Computer Methods in Applied Mechanics and Engineering, 199, 2204, 10.1016/j.cma.2010.03.018 Soroka, 1949, Note on the relations between viscous and structural damping coefficients, Journal of the Aeronautical Sciences, 16, 409, 10.2514/8.11822 Thirunavukkarasu, 2011, Absorbing boundary conditions for time harmonic wave propagation in discretized domains, Computer Methods in Applied Mechanics and Engineering, 200, 2483, 10.1016/j.cma.2011.04.021 Tyapin, 2016, Damping in the platform models for soil-structure interaction problems: Rayleigh damping options and limitations in modal analysis, Journal of Structural Integrity and Maintenance, 1, 114, 10.1080/24705314.2016.1211237 Van Nguyen, 2018, Perfectly matched discrete layers with analytical wavelengths for soil–structure interaction analysis, International Journal of Structural Stability and Dynamics, 18, 1850103, 10.1142/S0219455418501031 Van Nguyen, 2017, Influence of size and load-bearing mechanism of piles on seismic performance of buildings considering soil-pile-structure interaction, International Journal of Geomechanics, 17, 04017007, 10.1061/(ASCE)GM.1943-5622.0000869 Van Nguyen, 2016, The effects of foundation size on the seismic performance of buildings considering the soil-foundation-structure interaction, Structural Engineering and Mechanics, 58, 1045, 10.12989/sem.2016.58.6.1045 Von Estorff, 1991, Dynamic response of tunnel structures, 803 Von Estorff, 1991, Dynamic response of elastic blocks by time domain BEM and FEM, Computers & Structures, 38, 289, 10.1016/0045-7949(91)90107-W Weaver, 1984 Yang, 2015, Dynamic response of elastic half-space with cavity subjected to P and SV waves by finite/infinite element approach, International Journal of Structural Stability and Dynamics, 15, 1540009, 10.1142/S021945541540009X Yun, 2000, Analytical frequency-dependent infinite elements for soil–structure interaction analysis in two-dimensional medium, Engineering Structures, 22, 258, 10.1016/S0141-0296(98)00070-4