Closure to “Stability Criteria for Euler Columns with Intermediate and End Axial Loads” by C. M. Wang, C. Y. Wang and I. M. Nazmul
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VIEW THE REPLYAuthors: C. M. Wang, C. Y. Wang, and I. M. NazmulAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 130, Issue 10
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References
1.
Wang, C. M., Chen, Y., and Xiang, Y. (2004). “Stability criteria for rectangular plates subjected to intermediate and end inplane loads.” Thin-Walled Struct., 42(1), 119–136.
2.
Wang, C. M., Ng, K. H., and Kitipornchai, S. (2002). “Stability criteria for Timoshenko column with intermediate and end concentrated loads.” J. Constr. Steel Res., 58(9), 1177–1193.
3.
Xiang, Y., Wang, C. M., and Kitipornchai, S. (2003). “Exact buckling solutions for rectangular plates under intermediate and end uniaxial loads.” J. Eng. Mech., 129(7), 835–838.
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Published online: Oct 1, 2004
Published in print: Oct 2004
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C. M. Wang
Professor in Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore 119260. E-mail: [email protected]
C. Y. Wang
Professor in Mathematics, Michigan State Univ., East Lansing, MI 48824. E-mail: [email protected]
I. M. Nazmul
Doctoral Candidate, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-Ku, Tokyo 113-8656. E-mail: [email protected]
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