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1994 Journal Article Buckling solutions of rectangular mindlin plates under uniform shearWang, C. M., Xiang, Y. and Kitipornchai, S. (1994). Buckling solutions of rectangular mindlin plates under uniform shear. Journal of Engineering Mechanics, 120 (11), 2462-2470. doi: 10.1061/(ASCE)0733-9399(1994)120:11(2462) |
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1994 Journal Article Vibration of mindlin plates on point supports using constraint functionsLiew, KM, Xiang, Y, Kitipornchai, S and Lim, MK (1994). Vibration of mindlin plates on point supports using constraint functions. Journal of Engineering Mechanics, 120 (3), 499-513. doi: 10.1061/(ASCE)0733-9399(1994)120:3(499) |
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1994 Journal Article Buckling and vibration of annular Mindlin plates with internal concentric ring supports subject to in-plane radial pressureLiew, K. M., Xiang, Y., Kitipornchai, S. and Wang, C. M. (1994). Buckling and vibration of annular Mindlin plates with internal concentric ring supports subject to in-plane radial pressure. Journal of Sound and Vibration, 177 (5), 689-707. doi: 10.1006/jsvi.1994.1461 |
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1993 Journal Article PrefaceKitipornchai, S. (1993). Preface. Journal of Constructional Steel Research, 26 (2-3) |
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1993 Journal Article Maximum Response of Asymmetric Structures Subject to a Multicomponent EarthquakeLi, B, Albermani, Fga and Kitipornchai, S (1993). Maximum Response of Asymmetric Structures Subject to a Multicomponent Earthquake. Earthquake Engineering & Structural Dynamics, 22 (12), 1047-1066. doi: 10.1002/eqe.4290221204 |
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1993 Journal Article Transverse vibration of thick rectangular plates-I. Comprehensive sets of boundary conditionsLiew, KM, Xiang, Y and Kitipornchai, S (1993). Transverse vibration of thick rectangular plates-I. Comprehensive sets of boundary conditions. Computers & Structures, 49 (1), 1-29. doi: 10.1016/0045-7949(93)90122-T |
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1993 Journal Article Transverse vibration of thick rectangular plates-IV. Influence of isotropic in-plane pressureLiew, KM, Xiang, Y and Kitipornchai, S (1993). Transverse vibration of thick rectangular plates-IV. Influence of isotropic in-plane pressure. Computers & Structures, 49 (1), 69-78. doi: 10.1016/0045-7949(93)90125-W |
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1993 Journal Article Transverse vibration of thick rectangular plates-II. Inclusion of oblique internal line supportsLiew, KM, Xiang, Y and Kitipornchai, S (1993). Transverse vibration of thick rectangular plates-II. Inclusion of oblique internal line supports. Computers & Structures, 49 (1), 31-58. doi: 10.1016/0045-7949(93)90123-U |
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1993 Journal Article Transverse vibration of thick rectangular plates-III. Effects of multiple eccentric internal ring supportsLiew, KM, Xiang, Y and Kitipornchai, S (1993). Transverse vibration of thick rectangular plates-III. Effects of multiple eccentric internal ring supports. Computers & Structures, 49 (1), 59-67. doi: 10.1016/0045-7949(93)90124-V |
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1993 Journal Article Buckling of rectangular mindlin plates with internal line supportsWang, Chien Ming, LIEW, K. M., XIANG, Y. and Kitipornchai, Sritawat (1993). Buckling of rectangular mindlin plates with internal line supports. International Journal of Solids and Structures, 30 (1), 1-17. doi: 10.1016/0020-7683(93)90129-U |
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1993 Journal Article Buckling of thick skew platesKitipornchai, S., Xiang, Y., Wang, C. M. and Liew, K. M. (1993). Buckling of thick skew plates. International Journal for Numerical Methods in Engineering, 36 (8), 1299-1310. doi: 10.1002/nme.1620360804 |
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1993 Journal Article Axisymmetric buckling of circular Mindlin plates with ring supportsWang, C. M., Xiang, Y., Kitipornchai, S. and Liew, K. M. (1993). Axisymmetric buckling of circular Mindlin plates with ring supports. Journal of Structural Engineering, 119 (3), 782-793. doi: 10.1061/(ASCE)0733-9445(1993)119:3(782) |
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1993 Journal Article Stability of skew Mindlin plates under isotropic inplane pressureWang, C. M., Kitipornchai, S., Xiang, Y. and Liew, K. M. (1993). Stability of skew Mindlin plates under isotropic inplane pressure. Journal of Engineering Mechanics, 119 (2), 393-401. doi: 10.1061/(ASCE)0733-9399(1993)119:2(393) |
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1993 Journal Article Finite element method for buckling analysis of plate structuresChin, CK, Albermani, Fga and Kitipornchai, S (1993). Finite element method for buckling analysis of plate structures. Journal of Structural Engineering-Asce, 119 (4), 1048-1068. doi: 10.1061/(ASCE)0733-9445(1993)119:4(1048) |
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1993 Journal Article Nonlinear finite element analysis of latticed transmission towersAl-Bermani F.G.A. and Kitipornchai S. (1993). Nonlinear finite element analysis of latticed transmission towers. Engineering Structures, 15 (4), 259-269. doi: 10.1016/0141-0296(93)90029-4 |
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1993 Conference Publication Ultimate Strength of Geometrically Imperfect Angle ColumnsChan, SL and Kitipornchai, S (1993). Ultimate Strength of Geometrically Imperfect Angle Columns. 1993 Annual Technical Session of the Structural-Stability-Research-Council, Milwaukee Wi, Apr 05-06, 1993. BETHLEHEM: STRUCTURAL STABILITY RESEARCH COUNCIL. |
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1993 Journal Article Research developments in analyses of plates and shellsLiew K.M., Kitipornchai S. and Wang C.M. (1993). Research developments in analyses of plates and shells. Journal of Constructional Steel Research, 26 (2-3), 231-248. doi: 10.1016/0143-974X(93)90038-T |
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1993 Journal Article Research on elastic buckling of columns, beam and plates: Focussing on formulas and design chartsWang C.M., Kitipornchai S. and Liew K.M. (1993). Research on elastic buckling of columns, beam and plates: Focussing on formulas and design charts. Journal of Constructional Steel Research, 26 (2-3), 211-230. doi: 10.1016/0143-974X(93)90037-S |
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1993 Journal Article Free vibration of isosceles triangular mindlin platesKitipornchai S., Liew K.M., Xiang Y. and Wang C.M. (1993). Free vibration of isosceles triangular mindlin plates. International Journal of Mechanical Sciences, 35 (2), 89-102. doi: 10.1016/0020-7403(93)90068-6 |
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1993 Journal Article Eccentrically connected cleat plates in compressionKitipornchai, S, Albermani, Fga and Murray, NR (1993). Eccentrically connected cleat plates in compression. Journal of Structural Engineering-Asce, 119 (3), 767-781. doi: 10.1061/(ASCE)0733-9445(1993)119:3(767) |
