DISCUSSIONS AND CLOSURES
Jun 1, 1987
Discussion of “Buckling of Monosymmetric I‐beams Under Moment Gradient” by Sritawat Kitipornchai, Chien Ming Wang, and Nicholas S. Trahair (April, 1986, Vol. 112, No. 4)
Publication: Journal of Structural Engineering
Volume 113, Issue 6
0733-9445(1987)113:6(1387)/asset/c0ba4d58-c273-44a0-a8a5-0ac8aed88a44/assets/(asce)0733-9445(1987)113:6(1387).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Fung, Y. C., Foundations of Solid Mechanics, Prentice‐Hall, Englewood Cliffs, N.J., 1965.
2.
Ojalvo, Morris, discussion of “Lateral‐Torsional Buckling of Tapered I‐Beams,” by Thomas G. Brown, Journal of the Structural Division, ASCE, Vol. 108, No. 2, Feb., 1982, pp. 503–504.
3.
Ojalvo, Morris, discussion of “Principle of Virtual Work in Structural Analysis,” by Frank L. DiMaggio, Journal of the Structural Division, ASCE. Vol. 87, No. 2, Feb., 1961, pp. 61–64.
4.
Ojalvo, Morris, “The Wagner Hypothesis in Beam and Column Theory,” Journal of the Engineering Mechanics Division, ASCE, Vol. 107, No. 4, Aug 1981, pp. 669–677.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 113 • Issue 6 • June 1987
Pages: 1387 - 1391
Copyright
Copyright © 1986 ASCE.
History
Published online: Jun 1, 1987
Published in print: Jun 1987
Permissions
Request permissions for this article.
Authors
Affiliations
Morris Ojalvo, M. ASCE
Prof. Emeritus, Ohio State Univ., 2258 Wickliffe Rd., Columbus, OH 43221
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.
Cited by
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.