Transient analysis of three-dimensional dynamic interaction between multilayered soil and rigid foundation
DOI10.1002/nme.6439zbMATH Open1548.74433MaRDI QIDQ6553414
Zejun Han, Hongyuan Fang, Linqing Yang, Jin Zhang
Publication date: 11 June 2024
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
scaled boundary finite element methodcontinued fraction algorithmmultilayered soilmixed-variable methodtransient displacement response
Boundary element methods applied to problems in solid mechanics (74S15) Soil and rock mechanics (74L10) Boundary element methods for boundary value problems involving PDEs (65N38) Geophysical solid mechanics (74L05)
Cites Work
- Unnamed Item
- Dynamic analysis of a vertically loaded rigid disc in a transversely isotropic multilayered half-space
- Numerical solution of problems on unbounded domains. A review
- The scaled boundary finite-element method - alias consistent infinitesimal finite-element cell method - for elastodynamics
- Dynamic impedance functions for a rigid strip footing resting on a multi-layered transversely isotropic saturated half-space
- Parallel computation of 3-D soil-structure interaction in time domain with a coupled FEM/SBFEM approach
- Dynamic analysis of large-scale SSI systems for layered unbounded media via a parallelized coupled finite-element/boundary-element/scaled boundary finite-element model
- An improved continued-fraction-based high-order transmitting boundary for time-domain analyses in unbounded domains
- A modified scaled boundary finite element method for three-dimensional dynamic soil-structure interaction in layered soil
- Dynamic Interaction Between Rigid Surface Foundations on Multi-Layered Half Space
- Forced Vibration of Surface Foundation on Viscoelastic Isotropic Multi-Layered Stratum
- A continued-fraction-based high-order transmitting boundary for wave propagation in unbounded domains of arbitrary geometry
- Wave propagation in anisotropic layered media
- Thin‐layer method: Formulation in the time domain
- CONSISTENT INFINITESIMAL FINITE-ELEMENT CELL METHOD: THREE-DIMENSIONAL VECTOR WAVE EQUATION
- A coupling procedure of FE and SBFE for soil–structure interaction in the time domain
- Development of a fundamental‐solution‐less boundary element method for exterior wave problems
- Dynamic 3D foundation-soil-foundation interaction on stratified soil
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