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- W4366977057 abstract "Concrete structures are vulnerable to various damages such as unintentional damage, insufficient design and construction, or need to upgrade the structures to comply with new design codes and regulations. So, it is essential to safeguard these assets with effective techniques. This study analyse the multi-storey buildings along with shear wall and without shear wall with ETABS software. Shear walls are provided to resist the lateral loads and it is necessary to study the storey drift, displacement and time period. To improve the performance of deficient beams and columns, externally bonded Fabric Reinforced Polymer (FRP) techniques are adopted and strengthening is carried out by wrapping the concrete surface with Carbon Fibre Reinforced Polymer (CFRP) sheets. From the analysis, it was found that the shear wall decreases the lateral sway of the structure and also decreases the injury level in the structures. The storey drift and displacement are found to be within the acceptable limit. The moment resistance for the strengthened beam and the load bearing capacity of the strengthened column has been enhanced." @default.
- W4366977057 created "2023-04-27" @default.
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- W4366977057 date "2023-01-01" @default.
- W4366977057 modified "2023-10-14" @default.
- W4366977057 title "Structural performance of RCC building and strengthening the structural members with CFRP" @default.
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- W4366977057 doi "https://doi.org/10.1016/j.matpr.2023.04.304" @default.
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