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.
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Publication date
2009-11-09T14:44:59ZSupervisor
Wilby, C.B.Keyword
Slender reinforced concrete columnsReinforced concrete
Resistance to buckling
Elasticity
Buckling failure
Collapse loads
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The University of Bradford theses are licenced under a Creative Commons Licence.
Institution
University of BradfordDepartment
Postgraduate School of Studies in Civil and Structural EngineeringAwarded
1977