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Strength Models of Axial Capacity of FRP-Confined Circular Concrete Columns.

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Fig. 1. Lateral confining pressure of FRP jacket on the circular concrete section can be illustrated as in
Table 1. Database of Experimental Results of FRP-Confined Circular Concrete Columns
Fig. 2. Performance of strength models in a form of Eq. 12 with different number of testing data
Fig. 5. Performance of strength models having a form of Eq. 13
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