Consistent infinitesimal finite element cell method for incompressible unbounded medium

Communications in Numerical Methods in Engineering

Volumn 13, Issue 1, 1997, Pages 21-32

  Song, Chongmin ^a   Wolf, John P ^a  

^a EPFL   (Switzerland)

Author keywords

Far field; Incompressibility; Radiation condition; Soil structure interaction; Unbounded domain; Undrained soil

Indexed keywords

ALGORITHMS; BOUNDARY ELEMENT METHOD; COMPRESSIBILITY; ELASTICITY; FOURIER TRANSFORMS; INTERFACES (MATERIALS); PROBLEM SOLVING; SOIL STRUCTURE INTERACTIONS; SOILS; STIFFNESS MATRIX;

INCOMPRESSIBLE UNBOUNDED MEDIUM; INFINITESIMAL FINITE ELEMENT CELL METHOD; RADIATION CONDITION; UNDRAINED SOIL;

FINITE ELEMENT METHOD;

FINITE ELEMENT METHOD; SOIL STRUCTURE INTERACTION; UNBOUNDED MEDIUM; UNDRAINED SOIL;

EID: 0031007389     PISSN: 10698299     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-0887(199701)13:1<21::AID-CNM38>3.0.CO;2-Z     Document Type: Article

References (5)

1. J. P. Wolf, Soil-Structure-Interaction Analysis in Time Domain, Prentice-Hall, Englewood Cliffs, NJ, 1988.
2. D. E. Beskos, 'Boundary element methods in dynamic analysis', Appl. Mech. Rev., 40, 1-23 (1987).
3. J. Domingeuz, Boundary Elements in Dynamics, Computational Mechanics Publications, Southampton, 1993.
4. Ch. Song and J. P. Wolf, 'Consistent infinitesimal finite-element cell method: three-dimensional vector wave equation', Int. j. numer. methods eng., 39, 2189-2208 (1996).
5. T. J. R. Hughes, The Finite Element Method, Prentice-Hall, Englewood Cliffs, NJ, 1988.