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Results: 1-25 |
Results: 25

Authors: SZE KY ZHU D
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

Authors: SZE KY ZHU D
Citation: Ky. Sze et D. Zhu, ASSUMED STRAIN AND HYBRID DESTABILIZED 10-NODE C-0 TRIANGULAR SHELL ELEMENTS, Computational mechanics, 21(2), 1998, pp. 161-171

Authors: YI S SZE KY
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

Authors: SZE KY ZHU D
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

Authors: WONG SK SZE KY
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

Authors: SZE KY ZHU D
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

Authors: SZE KY ZHU D CHEN DP
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

Authors: SZE KY SIM YS SOH AK
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

Authors: SZE KY YI S TAY MH
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

Authors: SZE KY
Citation: Ky. Sze, RECENT ADVANCEMENTS IN THE HYBRID MIXED FINITE-ELEMENT METHOD/, Finite elements in analysis and design, 24(1), 1996, pp. 1-1

Authors: SZE KY
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

Authors: SZE KY FAN H
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

Authors: SZE KY SOH AK SIM YS
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

Authors: FAN H SZE KY YANG W
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

Authors: SZE KY
Citation: Ky. Sze, RECENT ADVANCEMENTS IN THE HYBRID MIXED FINITE-ELEMENT METHOD, Finite elements in analysis and design, 21(1-2), 1995, pp. 3-3

Authors: SZE KY FAN H CHOW CL
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

Authors: SZE KY
Citation: Ky. Sze, SIMPLE SEMI-LOOF ELEMENT FOR ANALYZING FOLDED-PLATE STRUCTURES, Journal of engineering mechanics, 120(1), 1994, pp. 120-134

Authors: SZE KY
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

Authors: SZE KY
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

Authors: SZE KY
Citation: Ky. Sze, AN EXPLICIT HYBRID-STABILIZED 9-NODE LAGRANGIAN SHELL ELEMENT, Computer methods in applied mechanics and engineering, 117(3-4), 1994, pp. 361-379

Authors: SZE KY
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

Authors: SZE KY
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

Authors: SZE KY GHALI A
Citation: Ky. Sze et A. Ghali, HYBRID PLANE QUADRILATERAL ELEMENT WITH CORNER ROTATIONS, Journal of structural engineering, 119(9), 1993, pp. 2552-2572

Authors: SZE KY GHALI A
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

Authors: SZE KY
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
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