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                    Seminar on Structural Repair and Retrofit Using FRP Technology, 7  October 2004 – EIT Building, Thailand
                    - Rehabilitation of Earthquake-Damaged and Seismic-Deficient Structures using FRP Technology


                         Figure D-13: Strain Profiles 6 Inches Up from Footing Pull Direction























                    Figure D-14: Vertical Load vs Horizontal Deflection for Fibre Repaired Circular
                                               Shear Column


























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