Discussion of “Finite Segment Method for Biaxially Loaded RC Columns” by Soliman I. Al‐Noury and Wai F. Chen (April, 1982)
This article has a reply.
VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 109, Issue 5
![First page of PDF](/cms/10.1061/(ASCE)0733-9445(1983)109:5(1318)/asset/78deef67-3955-4467-b824-dc7f462ea2b3/assets/(asce)0733-9445(1983)109:5(1318).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Cranston, W. B., “A Computer Method for the Analysis of Restrained Columns,” Technical Report 42.402, Cement and Concrete Association, Apr., 1967.
2.
Cranston, W. B., “Analysis and Design of Reinforced Concrete Columns,” Research Report 41.020, Cement and Concrete Association, 1972.
3.
Cranston, W. B., “Analysis of Slender Biaxially Loaded Restrained Columns,” Report submitted to Meeting of Buckling Commission of the European Committee for Concrete, Munich, West Germany, Nov., 1982.
4.
Galambos, T. V., and Ketter, R. L., “Columns under Combined Bending and Thrust,” Proceedings of the American Society of Civil Engineers, Engineering Mechanics Division, Vol. 85, No. EM2, Apr., 1959, pp. 1–30.
5.
Newmark, N. M., “Numerical Procedures for Computing Deflexions, Moments and Buckling Loads,” Transactions of the American Society of Civil Engineers, Vol. 108, 1943, p. 1161.
6.
Pfrang, E. O., and Siess, C. P., “Analytical Study of the Behaviour of Long Restrained Reinforced Concrete Columns Subjected to Eccentric Loads,” University of Illinois, Civil Engineering Studies, Dec., 1962, p. 216. Structural Research Series No. 214.
Information & Authors
Information
Published In
Copyright
Copyright © 1983 ASCE.
History
Published online: May 1, 1983
Published in print: May 1983
Authors
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.