A mixed BEM--FEM formulation for layered soil--superstructure interaction
From MaRDI portal
Publication:2486435
DOI10.1016/j.enganabound.2004.03.002zbMath1130.74455OpenAlexW2078218593MaRDI QIDQ2486435
Valério S. Almeida, João Batista De Paiva
Publication date: 5 August 2005
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2004.03.002
Boundary element methodFlexible superstructureInhomogeneous soilMixed boundary element method-finite element method formulationSolution of sparse linear equations
Boundary element methods applied to problems in solid mechanics (74S15) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)
Related Items
Time-dependent interaction between superstructure, raft and layered cross-anisotropic viscoelastic saturated soils ⋮ An alternative BE-FE formulation for a raft resting on a finite soil layer ⋮ A 3D BEM-FEM approach using layered transversely isotropic half-space Green's functions in the frequency domain for SSI analyses
Uses Software
Cites Work
- A triangular membrane element with rotational degrees of freedom
- Integral equation methods for analysis of piece-wise non-homogeneous three-dimensional elastic solids of arbitrary shape
- Static Green's functions in multilayered half-spaces
- Force at a point in the interior of a layered elastic half space
- Finite layer analysis of layered elastic materials using a flexibility approach. Part 1—Strip loadings
- Taylor expansions for singular kernels in the boundary element method
- GMRES: A Generalized Minimal Residual Algorithm for Solving Nonsymmetric Linear Systems
- A self‐adaptive co‐ordinate transformation for efficient numerical evaluation of general boundary element integrals
- A study of three-node triangular plate bending elements
- Portability of Mathematical Software Coded in Fortran
- Boundary element analysis of plate-soil interaction
- Boundary element elastic analysis of layered soils by a successive stiffness method
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item