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Industrial Chimneys are generally intended to supportcritical loads produced by seismic activity and wind.So it is essential to evaluate the dynamic response of chimney to seismic activity and wind loads.Response to Earthquake and wind are more critical as chimney is a slender structure.The present paper will analysethe 60m reinforced concrete chimney. Comparison has been made for wind and seismic analysis.Seismic analysis is done as per IS 1893(part 4): 2005 and wind analysis as per Draft Codedoi:10.15680/ijirset.2014.0308013 fatcat:vczeauqpcveoxmk3ynmy5qdmta