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1998 Journal Article Instability of variable arc-length elastica under follower forceWang, Chien Ming, Lam, K.Y. and He, X.Q. (1998). Instability of variable arc-length elastica under follower force. Mechanics Research Communications, 25 (2), 189-194. |
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1998 Journal Article Exact solutions for Timoshenko beams on elastic foundations using Green's functionsWang, C. M., Lam, K. Y. and He, X. Q. (1998). Exact solutions for Timoshenko beams on elastic foundations using Green's functions. Mechanics of Structures and Machines, 26 (1), 101-113. doi: 10.1080/08905459808945422 |
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1997 Journal Article On the use of deflection components in Timoshenko beam theoryLee, K. H. and Wang, C. M. (1997). On the use of deflection components in Timoshenko beam theory. Journal of Applied Mechanics, 64 (4), 1006-1008. doi: 10.1115/1.2788964 |
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1997 Journal Article Moment value at centre of circular plates under central point loadWang, Chien Ming and Ang, C. H. (1997). Moment value at centre of circular plates under central point load. Journal of Applied Mechanics, 66 (3), 815-818. |
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1997 Journal Article Analytical bending solutions of elastica with one end held while the other end portion slides on a friction supportHe, X. Q., Wang, C. M. and Lam, K. Y. (1997). Analytical bending solutions of elastica with one end held while the other end portion slides on a friction support. Archive of Applied Mechanics, 67 (8), 543-554. doi: 10.1007/s004190050138 |
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1997 Journal Article Relationships between buckling loads of Kirchhoff, Mindlin and Reddy polygonal plates on Pasternak foundationWang, C. M., Kitipornchai, S. and Xiang, Y. (1997). Relationships between buckling loads of Kirchhoff, Mindlin and Reddy polygonal plates on Pasternak foundation. Journal of Engineering Mechanics, 123 (11), 1134-1137. doi: 10.1061/(ASCE)0733-9399(1997)123:11(1134) |
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1997 Journal Article Mechanics of neutrally buoyant cablesChueheepsakul, S. and Wang, C. M. (1997). Mechanics of neutrally buoyant cables. Mechanics Research Communications, 24 (6), 603-607. doi: 10.1016/S0093-6413(97)00077-3 |
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1997 Journal Article Deflection relationships between the classical and third-order plate theoriesReddy, J. N. and Wang, Chien Ming (1997). Deflection relationships between the classical and third-order plate theories. Acta Mechanica, 130 (3-4), 199-208. |
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1997 Journal Article Viscoelastic Timoshenko beam solutions from Euler-Bernoulli solutionsWang, C. M., Yang, T. Q. and Lam, K. Y. (1997). Viscoelastic Timoshenko beam solutions from Euler-Bernoulli solutions. Journal of Engineering Mechanics, 123 (7), 746-748. doi: 10.1061/(ASCE)0733-9399(1997)123:7(746) |
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1997 Journal Article Unified finite elements based on the classical and shear deformation theories of beams and axisymmetric circular platesReddy, J.N., Wang, C. M. and Lam, K.Y. (1997). Unified finite elements based on the classical and shear deformation theories of beams and axisymmetric circular plates. Communications in Numerical Methods in Engineering, 13 (6), 495-510. doi: 10.1002/(SICI)1099-0887(199706)13:63.0.CO;2-9 |
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1997 Journal Article Control on dynamic structural response using active-passive composite tuned mass dampersWang, Chien Ming, Yan, N. and Balendra, T. (1997). Control on dynamic structural response using active-passive composite tuned mass dampers. Journal of Vibration and Control, 5 (3), 475-489. doi: 10.1177/107754639900500308 |
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1997 Journal Article Green functions for axisymmetric bending and vibration of thick cylindrical shellsWang, C. M., Lam, K. Y. and He, X. Q. (1997). Green functions for axisymmetric bending and vibration of thick cylindrical shells. Advances in Structural Engineering, 1 (2), 143-157. |
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1997 Journal Article Buckling load relationship between Reddy and Kirchhoff plates of polygonal shape with simply supported edgesWang, C. M. and Reddy, J. N. (1997). Buckling load relationship between Reddy and Kirchhoff plates of polygonal shape with simply supported edges. Mechanics Research Communications, 24 (1), 103-108. doi: 10.1016/S0093-6413(96)00084-5 |
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1997 Journal Article Exact solutions of variable-arc-length elasticas under moment gradientChucheepsakul S., Thepphitak G. and Wang C.M. (1997). Exact solutions of variable-arc-length elasticas under moment gradient. Structural Engineering and Mechanics, 5 (5), 529-539. |
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1997 Journal Article Relationships between classical and shear deformation theories of axisymmetric circular platesReddy, J. N. and Wang, C. M. (1997). Relationships between classical and shear deformation theories of axisymmetric circular plates. AIAA Journal, 35 (12), 1862-1868. |
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1997 Journal Article Optimal locations of point supports in laminated rectangular plates for maximum fundamental frequencyWang C.M., Xiang Y. and Kitipomchai S. (1997). Optimal locations of point supports in laminated rectangular plates for maximum fundamental frequency. Structural Engineering and Mechanics, 5 (6), 691-703. doi: 10.12989/sem.1997.5.6.691 |
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1996 Journal Article Vibration of initially stressed Reddy plates on a Winkler-Pasternak foundationWang, C. M. and Ang, K. K. (1996). Vibration of initially stressed Reddy plates on a Winkler-Pasternak foundation. Journal of Sound and Vibration, 204 (2), 203-212. |
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1996 Journal Article Deflection and stress-resultants of axisymmetric Mindlin plates in terms of corresponding Kirchhoff solutionsWang, C. M. and Lee, K. H. (1996). Deflection and stress-resultants of axisymmetric Mindlin plates in terms of corresponding Kirchhoff solutions. International Journal of Mechanical Sciences, 38 (11), 1179-1185. doi: 10.1016/0020-7403(96)00019-7 |
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1996 Journal Article Relationships between bending solutions of classical and shear deformation beam theoriesReddy, J.N., Wang, C. M. and Lee, K.H. (1996). Relationships between bending solutions of classical and shear deformation beam theories. International Journal of Solids and Structures, 34 (26), 3373-3384. doi: 10.1016/S0020-7683(96)00211-9 |
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1996 Journal Article Timoshenko curved beam bending solutions in terms of Euler-Bernoulli solutionsLim, C. W., Wang, C. M. and Kitipornchai, S. (1996). Timoshenko curved beam bending solutions in terms of Euler-Bernoulli solutions. Archive of Applied Mechanics, 67 (3), 179-190. doi: 10.1007/s004190050110 |
