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Capacity Estimation of RCC Frame Structured Building for Seismic Vulnerability with Reference to Structural Assessment using NDT – A Case Study

As time passes, there is a degradation of concrete structures. This may be due to various diffusive environmental actions such as carbonation, alkali aggregate reactions, etc. The load carrying capacity and strength of concrete decreases due to degradation. On the other hand seismic codes are also frequently revised with the advancement in research and technology and knowledge gained after recent earthquakes. Hence, the old structures need to be evaluated from the point of its seismic vulnerability. In this paper, seismic vulnerability assessment of J P Tower, Wing C, Nagpur has been presented. The assessment has been carried out using E-Tabs software as per IS 1893-2016 using the strength of concrete obtained by Rebound Hammer test. After analysis, it was observed that the building was stable for earthquake loading.