• Sanket G. Padishalwar
• Dr. Abhay V. Patil

There is degradation of concrete structures with the passage of time. The degradation may be due to various harmful environmental actions such as carbonation, alkali aggregate reactions, etc. Due to degradation, the load carrying capacity and strength of concrete decreases. On other hand, seismic codes are also frequently revised with the advancement in research and technology and knowledge gained after an earthquake. Hence old structures need to be evaluated from the point of its seismic vulnerability. In current paper, seismic vulnerability assessment of Jamatkhana building, Yavatmal has been presented. This assessment was carried out using E-Tabs software as per IS 1893-2016 using the data obtained by non-destructive test results. Initially, some members failed the design check. Modified sizes of failed members were suggested after reanalyzing the building in the software and retrofitting was suggested.

Degradation, carbonation, alkali aggregate reaction, seismic vulnerability, retrofitting.

"CAPACITY ESTIMATION OF RCC FRAME STRUCTURED BUILDING FOR SEISMIC VULNERABILITY WITH REFERENCE TO STRUCTURAL ASSESSMENT USING NDT – A CASE STUDY", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.131-138, April-2019, Available :http://www.jetir.org/papers/JETIR1904J16.pdf

"CAPACITY ESTIMATION OF RCC FRAME STRUCTURED BUILDING FOR SEISMIC VULNERABILITY WITH REFERENCE TO STRUCTURAL ASSESSMENT USING NDT – A CASE STUDY", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp131-138, April-2019, Available at : http://www.jetir.org/papers/JETIR1904J16.pdf