Numerical integration during Fourier integral analysis

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 23, Issue 12, 1999, Pages 1309-1318

  Brachman, R W I ^a   Moore, I D ^a  

^a UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Fourier integrals; Numerical integration; Three dimensional analysis

Indexed keywords

COMPUTATIONAL COMPLEXITY; ELASTICITY; FINITE ELEMENT METHOD; FOURIER TRANSFORMS; INTEGRAL EQUATIONS; INVERSE PROBLEMS; STRESSES; SURFACES; THREE DIMENSIONAL;

FOURIER INTEGRAL ANALYSIS; PRISMATIC ELASTIC MEDIUM;

INTEGRATION;

FOURIER TRANSFORM; LOADING; MATHEMATICAL METHOD; SOIL DYNAMICS;

EID: 0033212740     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(199910)23:12<1309::AID-NAG998>3.0.CO;2-7     Document Type: Article

References (5)

1. J. C. Small and W. K. Wong, 'The use of integral transforms in solving three dimensional problems in geomechanics', Comput. and Geotech. 6(3), 199-216 (1988).
2. I. D. Moore and R. W. I. Brachman, Three-dimensional analysis of flexible circular culverts', J. Geotech. Engng., 120(10), 1829-1844 (1994).
3. R. W. I. Brachman, I. D. Moore and R. K. Rowe, Interpretation of a buried pipe test: small diameter pipe in the Ohio University facility', Transportation Research Record, Vol. 1541, 1996, pp. 64-70.
4. N. S. M. Fernando, J. C. Small and J. P. Carter, 'Elastic analysis of buried structures subject to three-dimensional surface loading', Int. J. Numer. Anal. Meth. Geomech., 20, 331-349 (1996).
5. R. W. I. Brachman, I. D. Moore and R. K. Rowe, Analysis of pipe structures in soil test cells - Ohio University Facility, Geotechnical Research Centre Report GEOT-14-95, The University of Western Ontario, 96 p.