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Evaluation of RC Frames in Shifting on Seismic Zone 3 to 5 and Retrofitting Techniques using ETABSBy Senthil Kasilingam, SK. Gupta, S. Rupali, M. Gupta, A.P. Singh
Abstract: The finite element analysis has been carried out on six storey reinforced concrete frames using commercial finite element software ETABS. The performance of six storeys infilled frame failing due to improper design as well as inadequate reinforcements when seismic zone shifting from zone 3 to 5 was studied. The behavior of infilled frame considered in zone 5 was studied and compared with the results obtained from the analysis of frame …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 2, 2017 · pp. 1–16 Read article →