The seismic vulnerability analysis of FRP retrofitted building has been performed using FEM. The study has resulted in the following major findings:
The FRP retrofitted building has better ductility in the post-quake stages than that of the un-retrofitted building.
The method of earthquake simulation in the retrofitted building by means of FEM is a better option for the analysis of structures.
Although the FRP retrofitted building is capable to resist the earthquakes of different magnitude, the performance of the building is compromised after certain magnitude due to failure of the FRP wrapping around the bricks. Therefore, the retrofitting strategy is proposed to mitigate the failure.
The induced crack in the bricks can transfer load to the anchorages, which can significantly increase the risk of brick failure. Therefore, the exposed anchorages should be avoided as much as possible.
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