Page 155 - Proceedings of 1st ISCIR 2017
P. 155

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



































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



                                                            10
                                                             9             RC column
                                                             8
                                                                           with CFRP
                                                             7
                                                             6
                                                             5
                                                             4
                                                             3
                                                             2
                                                             1
                                  Drift %  ‐9.00  ‐8.00  ‐7.00  ‐6.00  ‐5.00  ‐4.00  ‐3.00  ‐2.00  ‐1.00  ‐1 0 0.00  1.00  2.00  3.00  4.00  5.00  6.00  7.00  8.00  9.00
                                                            ‐2
                                                            ‐3
                                                            ‐4      RC column w/o
                                                            ‐5
                                                            ‐6      CFRP
                                                            ‐7
                                                            ‐8
                                                            ‐9
                                                            ‐10
                                                       Lateral  Load  (T)




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