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Strengthening of RC Structures using FRPs
         by Asst. Prof. Dr. Kittipoom Rodsin
                                              Column Failure Behavior


                                     Column w/o CFRP                 Column with CFRP














                                     Failure at 3.5 % Drift          Failure at  8.0 % Drift














         Strengthening of RC Structures using FRPs
         by Asst. Prof. Dr. Kittipoom Rodsin

                              Example 2 STRENGTHENING OF NON-DUCTILE
                              REINFORCED CONCRETE COLUMNS USING GLASS
                              FIBER REINFORCED POLYMER (GFRP)
























                           “Innovative Seismic Strengthening System for Concrete Structures”
                                        © 2017 | T Imjai & R. Garcia (Eds.)
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