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Stiffness Method in Reinforced Concrete Column Design
The design of slender reinforced concrete columns is a complex problem which brings together uncertainties of the non-linear material behavior and structural instability. The paper presents a simple, yet accurate enough design method in which column stiffness is evaluated by using moment-curvature relationships. Fundamentals of the design method and failure criteria are discussed. Practical application is illustrated on an example.
Stiffness Method in Reinforced Concrete Column Design
The design of slender reinforced concrete columns is a complex problem which brings together uncertainties of the non-linear material behavior and structural instability. The paper presents a simple, yet accurate enough design method in which column stiffness is evaluated by using moment-curvature relationships. Fundamentals of the design method and failure criteria are discussed. Practical application is illustrated on an example.
Stiffness Method in Reinforced Concrete Column Design
A. V. Koretsky (Autor:in)
1985
44 pages
Report
Keine Angabe
Englisch
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