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