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- W2184187789 abstract "An analytical model is presented to calculate the load carrying capacity of concrete columns strengthened by enlarging the cross-sections after high temperature exposure. The calculated column temperatures and load carrying capacities are compared with those measured. The results indicate the capability of the analytical model to predict the temperatures, and the load carrying capacities of the strengthened column with accuracy adequate for structural practice. The model enables the determination of the load carrying capacity of a strengthened column after high temperature exposure for different values of the significant parameters, such as load, eccentricity, original column dimension, the depth of the strengthening concrete, concrete strength, the timetemperature curve in the furnace, and the percentage of reinforcing steel, without the need for testing." @default.
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- W2184187789 date "2009-01-01" @default.
- W2184187789 modified "2023-09-27" @default.
- W2184187789 title "Strengthening of Fire-damaged Columns by Cross-sectional Enlargement: A Computational Evaluation" @default.
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