TIME-DOMAIN TRANSIENT ELASTODYNAMIC ANALYSIS OF 3-D SOLIDS BY BEM

[1] TIME-DOMAIN TRANSIENT ELASTODYNAMIC ANALYSIS OF 3-D SOLIDS BY BEM [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1988, 26 (08) : 1709 - 1728

[2] Churchill R.V., 1972, OPERATIONAL MATH

[3] DYNAMIC ANALYSIS OF 3-D FLEXIBLE EMBEDDED FOUNDATIONS BY A FREQUENCY-DOMAIN BEM-FEM [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1988, 16 (05) : 653 - 674

[4] Karabalis D., 1985, SOIL DYN EARTHQ ENG, V4, P91

[5] KARABALIS DL, 1984, DYNAMIC RESPONSE 3D

[6] KARABALIS DL, 1986, 13TH P SW C THEOR AP, P321

[7] MOHAMMADI M, IN PRESS SOIL DYN EA

[8] MOHAMMADI M, 1986, ELECTRONIC COMPUTATI, P220

[9] Timoshenko S, 1970, THEORY ELASTICITY, Vthird

[10] WHITTAKER WL, 1982, J ENG MECH DIV-ASCE, V108, P133

[1] TIME-DOMAIN TRANSIENT ELASTODYNAMIC ANALYSIS OF 3-D SOLIDS BY BEM [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1988, 26 (08) : 1709 - 1728

[2] Churchill R.V., 1972, OPERATIONAL MATH

[3] DYNAMIC ANALYSIS OF 3-D FLEXIBLE EMBEDDED FOUNDATIONS BY A FREQUENCY-DOMAIN BEM-FEM [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1988, 16 (05) : 653 - 674

[4] Karabalis D., 1985, SOIL DYN EARTHQ ENG, V4, P91

[5] KARABALIS DL, 1984, DYNAMIC RESPONSE 3D

[6] KARABALIS DL, 1986, 13TH P SW C THEOR AP, P321

[7] MOHAMMADI M, IN PRESS SOIL DYN EA

[8] MOHAMMADI M, 1986, ELECTRONIC COMPUTATI, P220

[9] Timoshenko S, 1970, THEORY ELASTICITY, Vthird

[10] WHITTAKER WL, 1982, J ENG MECH DIV-ASCE, V108, P133