Ultimate Strength Analysis of Long Hinged Reinforced Concrete Columns

by B. Broms,
I.M. Viest,

Serial Information: Journal of the Structural Division, 1958, Vol. 84, Issue 1, Pg. 1-38

Document Type: Journal Paper


Treatment of concentrically loaded columns is based on Engesser's tangent modulus formula and of eccentrically loaded columns on principles advanced by Karman; both analyses utilize stress-strain relationship for concrete and are compared with test results of six experimental investigations carried out in past.

Subject Headings: Reinforced concrete | Concrete columns | Load tests | Structural strength | Ultimate strength | Hinges | Load factors | Stress analysis

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