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Retrofitting is the modification of existing damaged or undamaged structures to make them more resistant to seismic activity, ground motion, or soil failure due to earthquakes. The objective would be the judicious selection of retrofit materials and repairing schemes for a particular type of structures so that loss of life can be reduced as well as the integrity of the structures could be preserved. In the current study, experimental research was performed to improve the seismic strength and performance of reinforced concrete columns under cyclic load. This paper presents the retrofitting of column using the steel mesh and high performance fiber reinforced composite. The analytical work has been done using ANSYS software for the retrofitted column, in which results in deformation and stress analysis. The results clearly show with the use of steel mesh and HPFRC there is increase in seismic strength.

Experimental Investigation of Column Retrofitted with Steel Mesh and HPFRC under Cyclic Loading