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- W2947650745 abstract "Columns are vertical compression members which carry primarily axial Compressionload. The axial load may be associated with bending moments in one or two directions.Analysis of high strength concrete columns with circular cross section and spiral transversereinforcement was presented in this paper. A computer program was used to do the analysis ofhigh strength circular concrete columns. The variables considered in this article were concretestrength ranging from 55 MPa to 80MPa, volumetric ratios of steel used to confine the coreconcrete, amount of main reinforcement and axial load level. The results indicate that asincrease in the amount of lateral steel, main steel, axial load and increase in concrete strengthresulted in increases in strength capacity of column. The deformability of high-strengthconcrete columns can be improved significantly through confinement. The results obtained inthis research are agreed with results obtained by experimental and analytical study conductedby other authors." @default.
- W2947650745 created "2019-06-07" @default.
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- W2947650745 date "2013-01-01" @default.
- W2947650745 modified "2023-09-26" @default.
- W2947650745 title "Analysis of High Strength Concrete Circular Columns under Axial and Lateral Loading Combinations" @default.
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