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NTIS 바로가기Journal of sound and vibration, v.482, 2020년, pp.115443 -
Freisinger, J. (Corresponding author.) , Hackenberg, M. , Müller, G.
Abstract The prediction of vibrations in an unbounded medium and their interaction with structures on the ground surface or within the soil requires adequate approaches. Therefore the numerical methods addressing the dynamic Soil Structure Interaction (SSI) have to account for both, the infinite ex...
Int. J. Numer. Methods Eng. Bettess 11 53 1977 10.1002/nme.1620110107 Infinite elements
Int. J. Numer. Methods Eng. Zienkiewicz 19 393 1983 10.1002/nme.1620190307 A novel boundary infinite element
Engquist vol. 74 1765 1977 Absorbing boundary conditions for numerical simulation of waves
J. Comput. Phys. Givoli 94 1 1991 10.1016/0021-9991(91)90135-8 Non-reflecting boundary conditions
Comput. Methods Appl. Mech. Eng. Baffet 241244 20 2012 10.1016/j.cma.2012.05.007 Long-time stable high-order absorbing boundary conditions for elastodynamics
J. Comput. Phys. Berenger 114 185 1994 10.1006/jcph.1994.1159 A perfectly matched layer for the absorption of electromagnetic waves
Comput. Methods Appl. Mech. Eng. Basu 192 1337 2003 10.1016/S0045-7825(02)00642-4 Perfectly matched layers for time-harmonic elastodynamics of unbounded domains: theory and finite-element implementation
Int. J. Numer. Methods Eng. Franois 90 819 2012 10.1002/nme.3344 A two-and-a-half-dimensional displacement-based PML for elastodynamic wave propagation
Soil Dynam. Earthq. Eng. Fontara 114 625 2018 10.1016/j.soildyn.2018.06.026 Finite element implementation of efficient absorbing layers for time harmonic elastodynamics of unbounded domains
Wolf 2003 The Scaled Boundary Finite Element Method
J. Sci. Comput. Schauer 52 446 2012 10.1007/s10915-011-9551-x Parallel computation of 3-D Soil-Structure Interaction in time domain with a coupled FEM/SBFEM approach
Soil Dynam. Earthq. Eng. Schauer 121 466 2019 10.1016/j.soildyn.2019.01.033 A coupled FEM-SBFEM approach for soil-structure-interaction analysis using non-matching meshes at the near-field far-field interface
Waas 1972 Earth Vibration Effects and Abatement for Military Facilities. Report 3. Analysis Method for Footing Vibrations through Layered Media
Park 2002 Wave Motion in Finite and Infinite Media Using the Thin-Layer Method
Int. J. Numer. Methods Eng. Kausel 37 927 1994 10.1002/nme.1620370604 Thin-layer method: formulation in the time domain
J. Sound Vib. Sheng 293 575 2006 10.1016/j.jsv.2005.08.040 Prediction of ground vibration from trains using the wavenumber finite and boundary element methods
J. Sound Vib. Andersen 293 611 2006 10.1016/j.jsv.2005.08.044 Coupled boundary and finite element analysis of vibration from railway tunnels - a comparison of two- and three-dimensional models
Comput. Mech. Clouteau 25 567 2000 10.1007/s004660050504 Periodic BEM and FEM-BEM coupling
J. Sound Vib. Clouteau 283 173 2005 10.1016/j.jsv.2004.04.010 Freefield vibrations due to dynamic loading on a tunnel embedded in a stratified medium
J. Sound Vib. Coulier 333 2520 2014 10.1016/j.jsv.2014.01.017 The influence of source-receiver interaction on the numerical prediction of railway induced vibrations
J. Sound Vib. Kuo 442 459 2019 10.1016/j.jsv.2018.10.048 The coupling loss of a building subject to railway induced vibrations: numerical modelling and experimental measurements
J. Sound Vib. Degrande 293 645 2006 10.1016/j.jsv.2005.12.023 A numerical model for ground-borne vibrations from underground railway traffic based on a periodic finite element-boundary element formulation
J. Sound Vib. Lombaert 297 512 2006 10.1016/j.jsv.2006.03.048 The experimental validation of a numerical model for the prediction of railway induced vibrations
J. Sound Vib. Gupta 329 1101 2010 10.1016/j.jsv.2009.10.037 Modelling of continuous and discontinuous floating slab tracks in a tunnel using a periodic approach
Soil Dynam. Earthq. Eng. Thompson 79 89 2015 10.1016/j.soildyn.2015.09.005 Mitigation of railway-induced vibration by using subgrade stiffening
J. Sound Vib. Forrest 294 678 2006 10.1016/j.jsv.2005.12.032 A three-dimensional tunnel model for calculation of train-induced ground vibration
Soil Dynam. Earthq. Eng. Gupta 27 608 2007 10.1016/j.soildyn.2006.12.007 A comparison of two numerical models for the prediction of vibrations from underground railway traffic
J. Sound Vib. Hussein 297 37 2006 10.1016/j.jsv.2006.03.026 Modelling of floating-slab tracks with continuous slabs under oscillating moving loads
Hussein 136 2008 Noise and Vibration Mitigation for Rail Transportation Systems, Volume 99 of Notes on Numerical Fluid Mechanics and Multidisciplinary Design Using the PiP model for fast calculation of vibration from a railway tunnel in a multi-layered half-space
J. Eng. Mech. Jones 137 887 2011 10.1061/(ASCE)EM.1943-7889.0000292 Effect of inclined soil layers on surface vibration from underground railways using the thin-layer method
Eringen 1975
Mller 1989 Ein Verfahren zur Erfassung der Fundament-Boden Wechselwirkung unter Einwirkung periodischer Lasten
Zirwas 1996 Ein hybrides Verfahren zur Behandlung der Bauwerk-Bodenwechselwirkung mit analytischen Integraltransformationen und numerischen Anstzen
Rastandi 2003 Modelization of Dynamic Soil-Structure Interaction Using Integral Transform-Finite Element Coupling
Mller 2007 Dreidimensionale dynamische Tunnel-Halbraum-Interaktion: Ein Verfahren auf der Grundlage einer Kopplung der Integraltransformationsmethode mit der Finite-Elemente-Methode
Frhe 2010 berlagerung von Grundlsungen in der Elastodynamik zur Behandlung der dynamischen Tunnel-Boden-Bauwerk-Interaktion
J. Sound Vib. Mller 310 558 2008 10.1016/j.jsv.2007.10.042 Nonlinear interaction between a moving vehicle and a plate elastically mounted on a tunnel
Hackenberg 2016 A Coupled Integral Transform Method - Finite Element Method Approach to Model the Soil-Structure-Interaction
Acta Mech. Long 3 371 1967 10.1007/BF01181496 On the completeness of the Lam potentials
Sommerfeld 1964 Partial Differential Equations in Physics
Priestley vol. 1 1981
Dolling 1969 Die Abschirmung von Erschtterungen durch Bodenschlitze
J. Eng. Mech. Div. Whittaker 108 133 1982 10.1061/JMCEA3.0002790 Dynamic response of plate on elastic half-space
Earthq. Eng. Struct. Dynam. Wong 4 579 1976 10.1002/eqe.4290040606 Dynamic response of rigid foundations of arbitrary shape
Taddei 2015 Numerical Investigation of Soil-Structure Interaction for Onshore Wind Turbines Grounded on a Layered Soil
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