Ultimate Strength Analysis of Long Restrained Reinforced Concrete Columns

by B. Broms,
I.M. Viest,

Serial Information: Journal of the Structural Division, 1958, Vol. 84, Issue 3, Pg. 1-30

Document Type: Journal Paper


Theoretical analyses; treatments of concentrically and eccentrically loaded columns utilize stress-strain relationship for concrete determined by E.HOGNESTAD; consideration of end restraints requires addition of new assumption and methods of solution; results of analyses considering concrete strength, percentage of reinforcement, yield point of reinforcement, end restraint, eccentricity, slenderness ratio and duration of loading.

Subject Headings: Reinforced concrete | Concrete columns | Structural strength | Ultimate strength | Stress analysis | Load duration | Load factors | Stress strain relations

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