The instability of slender reinforced concrete columns. A buckling study of very slender reinforced concrete columns between the slenderness ratios of 30 and 79 Including essential creep investigations, and leading to design recommendations.
KeywordSlender reinforced concrete columns
Resistance to buckling
Rights© 1977 Pancholi, V. R. This work is licensed under a Creative Commons Attribution-Non-Commercial-Share-Alike License (http://creativecommons.org/licenses/by-nc-nd/2.0/uk).
InstitutionUniversity of Bradford
DepartmentPostgraduate School of Studies in Civil and Structural Engineering