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Seismic Retrofit of Reinforced Concrete Beam- Column T-Joints in Bridge Piers with FRP Composite Jackets

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Figure

Figure 1 -  CFRP composite layout for component beam-column joints (1 mm = 0.039 in.)
Figure 3 - Hysteresis for beam-column joint rehabilitated with CFRP composites.
Figure 4 - Dimensions and loading condition for typical bridge pier - 1998 tests.
Figure 5 - Steel reinforcement of bridge pier: (a) overall details, (b) cross section details
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