Page 201 - ISCIR_2017
P. 201
th
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
oInnovative Seismic Strengthening System for Concrete Structuresp 199
© 2017 | T Imjai & R. Garcia (Eds.)
Page 23 of 23
