Closure to “Stability Criteria for Euler Columns with Intermediate and End Axial Loads” by C. M. Wang, C. Y. Wang and I. M. Nazmul
This article has a reply.
VIEW THE REPLYAuthors: C. M. Wang, C. Y. Wang, and I. M. NazmulAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 130, Issue 10
0733-9399(2004)130:10(1256)/asset/dc2eaf16-d5d5-45af-bad6-aedbc74a31e1/assets/(asce)0733-9399(2004)130:10(1256).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 130 • Issue 10 • October 2004
Pages: 1256
History
Published online: Oct 1, 2004
Published in print: Oct 2004
Permissions
Request permissions for this article.
Authors
Affiliations
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]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.