On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis

DOI10.1016/S0020-7683(98)00265-0zbMath0927.74067OpenAlexW2011581064MaRDI QIDQ1302388

Humberto Breves Coda, Wilson Sergio Venturini

Publication date: 14 December 1999

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(98)00265-0

zbMATH Keywords

soil structure interactionthree-dimensional half-space stiffened by piles

Mathematics Subject Classification ID

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) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)

Related Items (9)

Nonsingular boundary element flexural analysis of stiffened plates ⋮ Two-dimensional solids reinforced by thin bars using the boundary element method ⋮ New methodology for the treatment of two dimensional viscoelastic coupling problems. ⋮ Analysis of stiffened plates by the boundary element method ⋮ Simulation of linear inclusions with the BEM ⋮ BEM-FEM coupling model for the dynamic analysis of piles and pile groups ⋮ A boundary element methodology for viscoelastic analysis: Part II without cells ⋮ Boundary element formulation for 2D solids with stiff and soft thin inclusions ⋮ Simplified BEM/FEM model for dynamic analysis of structures on piles and pile groups in viscoelastic and poroelastic soils

This page was built for publication: On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis