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1996 Conference Publication Elastica solutions of variable-arc-length beams under moment gradientChucheepsakul, S., Thepphitak, G. and Wang, C. M. (1996). Elastica solutions of variable-arc-length beams under moment gradient. Third Asian-Pacific Conference on Computational Mechanic, Seoul, Korea, 16-18 September 1996. Seoul, Korea: Techno-Press. |
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1996 Journal Article Large deflection of simple variable-arc-length beam subjected to a point loadChucheepsakul S., Thepphitak G. and Wang C.M. (1996). Large deflection of simple variable-arc-length beam subjected to a point load. Structural Engineering and Mechanics, 4 (1), 49-59. |
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1996 Journal Article Stability of orthogonally intersecting equal-leg angle cross-bracing systemsThevendran, V. and Wang, C. M. (1996). Stability of orthogonally intersecting equal-leg angle cross-bracing systems. Mechanics of Structures and Machines, 24 (2), 257-279. doi: 10.1080/08905459608905263 |
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1995 Journal Article Optimal locations of point supports in plates for maximum fundamental frequencyXiang, Y., Wang, C. M. and Kitipornchai, S. (1995). Optimal locations of point supports in plates for maximum fundamental frequency. Structural Optimization, 11 (3-4), 170-177. doi: 10.1007/BF01197031 |
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1995 Journal Article Simply supported Mindlin plate deflections using Kirchhoff platesWang, C. M. and Alwis, W. A. M. (1995). Simply supported Mindlin plate deflections using Kirchhoff plates. Journal of Engineering Mechanics, 121 (12), 1383-1385. doi: 10.1061/(ASCE)0733-9399(1995)121:12(1383) |
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1995 Journal Article Exact solutions for axisymmetric bending of continuous annular platesKarunasena, W., Wang, C. M., Kitipornchai, S. and Xiang, Y. (1995). Exact solutions for axisymmetric bending of continuous annular plates. Computers and Structures, 63 (3), 455-464. doi: 10.1016/s0045-7949(96)00328-8 |
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1995 Journal Article Effectiveness of tuned liquid column dampers for vibration control of towersBalendra, T., Wang, C. M. and Cheong, H. F. (1995). Effectiveness of tuned liquid column dampers for vibration control of towers. Engineering Structures, 17 (9), 668-675. doi: 10.1016/0141-0296(95)00036-7 |
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1995 Journal Article Vibrations of cylindrical shells with intermediate supportsSwaddiwudhipong, S., Tian, J. and Wang, C. M. (1995). Vibrations of cylindrical shells with intermediate supports. Journal of Sound and Vibration, 187 (1), 69-93. doi: 10.1006/jsvi.1995.0503 |
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1995 Journal Article Optimal design of internal ring support for rectangular plates against vibration or bucklingXiang, Y., Wang, C. M. and Kitipornchai, S. (1995). Optimal design of internal ring support for rectangular plates against vibration or buckling. Journal of Sound and Vibration, 193 (2), 545-553. doi: 10.1006/jsvi.1996.0301 |
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1995 Journal Article Buckling of skew Mindlin plates subjected to in-plane shear loadingsXiang, Y., Wang, C. M. and Kitipornchai, S. (1995). Buckling of skew Mindlin plates subjected to in-plane shear loadings. International Journal of Mechanical Sciences, 37 (10), 1089-111. doi: 10.1016/0020-7403(95)00014-O |
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1995 Journal Article Optimization of linear segmented circular Mindlin plates for Maximum fundamental frequencyChou, F. S. and Wang, C. M. (1995). Optimization of linear segmented circular Mindlin plates for Maximum fundamental frequency. Structural Optimization, 11 (2), 128-133. doi: 10.1007/BF01376856 |
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1995 Journal Article A further note on the effect of shear deformation on the critical buckling of columnsChien Ming Wang and R. P. S. Han (1995). A further note on the effect of shear deformation on the critical buckling of columns. Journal of Sound and Vibration, 185 (5), 895-896. doi: 10.1006/jsvi.1995.0424 |
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1995 Journal Article Ultimate strength analysis of stub-girdersWang, C. M., Padmanaban, K. and Shanmugam, N. E. (1995). Ultimate strength analysis of stub-girders. Journal of Structural Engineering, 121 (9), 1259-1264. doi: 10.1061/(ASCE)0733-9445(1995)121:9(1259) |
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1995 Journal Article FORTRAN subroutines for mathematical operations on polynomial functionsXiang, Y., Wang, C. M. and Kitipornchai, S. (1995). FORTRAN subroutines for mathematical operations on polynomial functions. Computers and Structures, 56 (4), 541-551. doi: 10.1016/0045-7949(94)00566-L |
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1995 Journal Article Large deflections of an end supported beam subject to a point loadWang, C. M., Lam, K. Y., He, X. Q. and Chucheepsakul, S. (1995). Large deflections of an end supported beam subject to a point load. International Journal of Non-Linear Mechanics, 32 (1), 63-72. doi: 10.1016/S0020-7462(96)00017-0 |
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1995 Journal Article Deflection of sandwich plates in terms of corresponding Kirchhoff plate solutionsWang, C. M. (1995). Deflection of sandwich plates in terms of corresponding Kirchhoff plate solutions. Archive of Applied Mechanics, 65 (6), 408-414. doi: 10.1007/BF00787534 |
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1995 Journal Article Allowance for prebuckling deformations in buckling load relationship between Mindlin and Kirchhoff simply supported plates of general polygonal shapeWang, C. M. (1995). Allowance for prebuckling deformations in buckling load relationship between Mindlin and Kirchhoff simply supported plates of general polygonal shape. Engineering Structures, 17 (6), 413-418. doi: 10.1016/0141-0296(95)00042-6 |
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1995 Journal Article Ritz method for vibration analysis of cylindrical shells with ring-stiffenersWang, C. M., Swaddiwudhipong, S. and Tian, J. (1995). Ritz method for vibration analysis of cylindrical shells with ring-stiffeners. Journal of Engineering Mechanics, 123 (2), 134-142. doi: 10.1061/(ASCE)0733-9399(1997)123:2(134) |
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1995 Journal Article Timoshenko beam bending solutions in terms of Euler-Bernoulli solutionsWang, C. M. (1995). Timoshenko beam bending solutions in terms of Euler-Bernoulli solutions. Journal of Engineering Mechanics, 121 (6), 763-765. doi: 10.1061/(ASCE)0733-9399(1995)121:6(763) |
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1995 Journal Article Reduction of structural vibrations by multiple-mode liquid dampersKoh, C. G., Mahatma, S. and Wang, C. M. (1995). Reduction of structural vibrations by multiple-mode liquid dampers. Engineering Structures, 17 (2), 122-128. doi: 10.1016/0141-0296(95)92643-M |
