Citation: Ky. Sze et D. Zhu, A QUADRATIC ASSUMED NATURAL STRAIN TRIANGULAR ELEMENT FOR PLATE-BENDING ANALYSIS, Communications in numerical methods in engineering, 14(11), 1998, pp. 1013-1025
Citation: S. Yi et Ky. Sze, FINITE-ELEMENT ANALYSIS OF MOISTURE DISTRIBUTION AND HYGROTHERMAL STRESSES IN TSOP IC PACKAGES, Finite elements in analysis and design, 30(1-2), 1998, pp. 65-79
Citation: Ky. Sze et D. Zhu, A SIMPLE ASSUMED STRAIN METHOD FOR ENHANCING THE ACCURACY OF THE CUBIC TRIANGULAR C-0 PLATE-BENDING ELEMENT, Finite elements in analysis and design, 29(1), 1998, pp. 21-33
Citation: Sk. Wong et Ky. Sze, APPLICATION OF MATCHED ASYMPTOTIC EXPANSIONS TO THE FREE-VIBRATION OFA HERMETIC SHELL, Journal of sound and vibration, 209(4), 1998, pp. 593-607
Citation: Ky. Sze et D. Zhu, ON THE RELATIVE MERITS OF 3-POINT INTEGRATION RULES FOR 6-NODE TRIANGLES, Finite elements in analysis and design, 27(4), 1997, pp. 335-343
Citation: Ky. Sze et al., QUADRATIC TRIANGULAR C-DEGREES PLATE-BENDING ELEMENT, International journal for numerical methods in engineering, 40(5), 1997, pp. 937-951
Citation: Ky. Sze et al., A HYBRID STRESS QUADRILATERAL SHELL ELEMENT WITH FULL ROTATIONAL DOFS, International journal for numerical methods in engineering, 40(10), 1997, pp. 1785-1800
Citation: Ky. Sze et al., AN EXPLICIT HYBRID STABILIZED 18-NODE SOLID ELEMENT FOR THIN SHELL ANALYSIS, International journal for numerical methods in engineering, 40(10), 1997, pp. 1839-1856
Citation: Ky. Sze, ADMISSIBLE MATRIX FORMULATION - FROM ORTHOGONAL APPROACH TO EXPLICIT HYBRID STABILIZATION, Finite elements in analysis and design, 24(1), 1996, pp. 1-30
Citation: Ky. Sze et H. Fan, AN ECONOMICAL ASSUMED STRESS BRICK ELEMENT AND ITS IMPLEMENTATION, Finite elements in analysis and design, 21(3), 1996, pp. 179-200
Citation: Ky. Sze et al., SOLID ELEMENTS WITH ROTATIONAL DOFS BY EXPLICIT HYBRID STABILIZATION, International journal for numerical methods in engineering, 39(17), 1996, pp. 2987-3005
Citation: H. Fan et al., 2-DIMENSIONAL CONTACT ON A PIEZOELECTRIC HALF-SPACE, International journal of solids and structures, 33(9), 1996, pp. 1305-1315
Citation: Ky. Sze et al., ELIMINATION OF SPURIOUS PRESSURE AND KINEMATIC MODES IN BIQUADRATIC 9-NODE PLANE ELEMENT, International journal for numerical methods in engineering, 38(23), 1995, pp. 3911-3932
Citation: Ky. Sze, MINIMAL ASSUMED MOMENTS AND OPTIMAL LOCAL COORDINATES FOR PLATE ELEMENTS BASED UPON THE COMPLEMENTARY ENERGY FUNCTIONAL, Computational mechanics, 14(6), 1994, pp. 586-595
Citation: Ky. Sze, STABILIZATION SCHEMES FOR 12-NODE TO 21-NODE BRICK ELEMENTS BASED ON ORTHOGONAL AND CONSISTENTLY ASSUMED STRESS MODES, Computer methods in applied mechanics and engineering, 119(3-4), 1994, pp. 325-340
Citation: Ky. Sze, FINITE-ELEMENT FORMULATION BY PARAMETRIZED HYBRID VARIATIONAL-PRINCIPLES - VARIABLE STIFFNESS AND REMOVAL OF LOCKING, International journal for numerical methods in engineering, 37(16), 1994, pp. 2797-2818
Citation: Ky. Sze, CONTROL OF SPURIOUS MECHANISMS FOR 20-NODE AND TRANSITION SUB-INTEGRATED HEXAHEDRAL ELEMENTS, International journal for numerical methods in engineering, 37(13), 1994, pp. 2235-2250
Citation: Ky. Sze et A. Ghali, HYBRID PLANE QUADRILATERAL ELEMENT WITH CORNER ROTATIONS, Journal of structural engineering, 119(9), 1993, pp. 2552-2572
Citation: Ky. Sze et A. Ghali, HYBRID HEXAHEDRAL ELEMENT FOR SOLIDS, PLATES, SHELLS AND BEAMS BY SELECTIVE SCALING, International journal for numerical methods in engineering, 36(9), 1993, pp. 1519-1540
Citation: Ky. Sze, A NOVEL-APPROACH FOR DEVISING HIGHER-ORDER HYBRID ELEMENTS, International journal for numerical methods in engineering, 36(19), 1993, pp. 3303-3316