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- W786989494 abstract "The hollow RC(Reinforced concrete) pier has the merit of lightweight pier compared with solid RC pier. However, the hollow RC pier shows a low ductile behavior due to brittle failure of inside concrete. To overcome this problem, the internally confined hollow reinforced concrete column has been developed. In this study, the behavior of internally confined hollow RC piers were evaluated with safety ratio, ductility, total material cost, the total weight of the pier, etc. The chosen parameters for the study are hollow ratio, thickness of internal steel tube, intervals between vertical re-bars, numbers of horizontal re-bars, and strength of concrete. As a result of parameters study, the usage of a minimum necessary thickness of the internal steel tube is the most effective." @default.
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- W786989494 date "2010-01-01" @default.
- W786989494 modified "2023-09-23" @default.
- W786989494 title "A Parameter Study of Internally Confined Hollow Reinforced Concrete Piers" @default.
- W786989494 hasPublicationYear "2010" @default.
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