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2006 Conference Publication Plastic buckling of rectangular plates under combined uniaxial and shear stressesWang, C. M. and Aung, Tun Myint (2006). Plastic buckling of rectangular plates under combined uniaxial and shear stresses. |
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2006 Journal Article LSFD method for accurate vibration modes and modal stress-resultants of freely vibrating plates that model VLFSWang, C. M., Wu, W. X., Shu, C. and Utsunomiya, T. (2006). LSFD method for accurate vibration modes and modal stress-resultants of freely vibrating plates that model VLFS. Computers and Structures, 84 (31-32), 2329-2339. doi: 10.1016/j.compstruc.2006.08.055 |
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2006 Conference Publication Diverse applications of floating structuresWatanabe, Eiichi, Wang, Chien Ming and Ohyama, Takumi (2006). Diverse applications of floating structures. 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010, , , August 3, 2006-August 5, 2006. |
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2006 Conference Publication A comparative study on the linear wave response of a very large floating body modelled by a plate based on Kirchhoff and Mindlin plate theoriesWang, Cynthia D. and Wang, C. M. (2006). A comparative study on the linear wave response of a very large floating body modelled by a plate based on Kirchhoff and Mindlin plate theories. |
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2006 Journal Article Computation of modal stress resultants for completely free vibrating plates by LSFD methodWu, W. X., Shu, C. and Wang, C. M. (2006). Computation of modal stress resultants for completely free vibrating plates by LSFD method. Journal of Sound and Vibration, 297 (3-5), 704-726. doi: 10.1016/j.jsv.2006.04.019 |
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2006 Journal Article Effect of omitting terms involving tube radii difference in shell models on buckling solutions of DWNTsZhang, Y. Y., Wang, C. M. and Tan, V. B. C. (2006). Effect of omitting terms involving tube radii difference in shell models on buckling solutions of DWNTs. Computational Materials Science, 37 (4), 578-581. doi: 10.1016/j.commatsci.2005.10.007 |
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2006 Journal Article Buckling analysis of micro- and nano-rods/tubes based on nonlocal Timoshenko beam theoryWang, C. M., Zhang, Y. Y., Ramesh, Sai Sudha and Kitipornchai, S. (2006). Buckling analysis of micro- and nano-rods/tubes based on nonlocal Timoshenko beam theory. Journal of Physics D: Applied Physics, 39 (17), 3904-3909. doi: 10.1088/0022-3727/39/17/029 |
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2006 Journal Article Buckling of multiwalled carbon nanotubes using timoshenko beam theoryZhang, Y. Y., Wang, C. M. and Tan, V. B. C. (2006). Buckling of multiwalled carbon nanotubes using timoshenko beam theory. Journal of Engineering Mechanics-Asce, 132 (9), 952-958. doi: 10.1061/(ASCE)0733-9399(2006)132:9(952) |
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2006 Journal Article An application of differential transformation to stability analysis of heavy columnsChai, Y. H. and Wang, C. M. (2006). An application of differential transformation to stability analysis of heavy columns. International Journal of Structural Stability and Dynamics, 6 (3), 317-332. doi: 10.1142/S0219455406001988 |
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2006 Journal Article Buckling of double-walled carbon nanotubes modeled by solid shell elementsWang, C. M., Ma, Y. Q., Zhang, Y. Y. and Ang, K. K. (2006). Buckling of double-walled carbon nanotubes modeled by solid shell elements. Journal of Applied Physics, 99 (11) 114317, 114317. doi: 10.1063/1.2202108 |
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2006 Journal Article PrefaceShanmugam, N. E. and Wang, C. M. (2006). Preface. Analysis and Design of Plated Structures, 1. doi: 10.1016/B978-1-85573-967-3.50019-6 |
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2006 Journal Article Deposition and characterization of TaN-Cu nanocomposite thin filmsHsieh, J. H., Wang, C. M. and Li, C. (2006). Deposition and characterization of TaN-Cu nanocomposite thin films. Surface and Coatings Technology, 200 (10 SPEC. ISS.), 3179-3183. doi: 10.1016/j.surfcoat.2005.07.039 |
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2006 Journal Article Membrane analysis and minimum weight design of submerged spherical domesWang, C. M., Vo, K. K. and Chai, Y. H. (2006). Membrane analysis and minimum weight design of submerged spherical domes. Journal of Structural Engineering, 132 (2), 253-259. doi: 10.1061/(ASCE)0733-9445(2006)132:2(253) |
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2006 Journal Article Benchmark hydroelastic responses of a circular VLFS under wave actionWatanabe, E., Utsunomiya, T., Wang, C. M. and Hang, L. T. T. (2006). Benchmark hydroelastic responses of a circular VLFS under wave action. Engineering Structures, 28 (3), 423-430. doi: 10.1016/j.engstruct.2005.08.014 |
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2006 Book Analysis and design of plated structures: volume 1 – stabilityN. E. Shanmugam and C. M. Wang eds. (2006). Analysis and design of plated structures: volume 1 – stability. Cambridge, United Kingdom: Woodhead Publishing Limited. |
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2006 Journal Article Membrane analysis and optimization of submerged domes with allowance for selfweight and skin cover loadVo K.K., Wang C.M. and Chai Y.H. (2006). Membrane analysis and optimization of submerged domes with allowance for selfweight and skin cover load. Archive of Applied Mechanics, 75 (4-5), 235-247. doi: 10.1007/s00419-005-0404-7 |
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2006 Book Very large floating structuresWang, Chien Ming, Watanabe, Eiichi and Utsunomiya, Tomoaki (2006). Very large floating structures. CRC Press. doi: 10.1201/9781482265927 |
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2006 Journal Article Minimizing differential deflection in a pontoon-type, very large floating structure via gill cellsWang, C. M., Wu, T. Y., Choo, Y. S., Ang, K. K., Toh, A. C., Mao, W. Y. and Hee, A. M. (2006). Minimizing differential deflection in a pontoon-type, very large floating structure via gill cells. Marine Structures, 19 (1), 70-82. doi: 10.1016/j.marstruc.2006.06.002 |
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2006 Journal Article Postbuckling of beam subjected to intermediate follower forcePhungpaingam, B., Chucheepsakul, S. and Wang, C. M. (2006). Postbuckling of beam subjected to intermediate follower force. Journal of Engineering Mechanics, 132 (1), 16-25. doi: 10.1061/(ASCE)0733-9399(2006)132:1(16) |
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2006 Journal Article Effect of chirality on buckling behavior of single-walled carbon nanotubesZhang, Y. Y., Tan, V. B. C. and Wang, C. M. (2006). Effect of chirality on buckling behavior of single-walled carbon nanotubes. Journal of Applied Physics, 100 (7) 074304, 074304. doi: 10.1063/1.2355433 |
