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

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Abstract:

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: Concrete columns | Reinforced concrete | Ultimate strength | Structural strength | Hinges | Load tests | Load factors | Stress analysis | Stress strain relations

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