Chimneys are more ‘often than’ not analysed structurally for loads formed by seismic & also wind. Hence, it is unsurprising to carry out the analysis to comprehend the dynamic response of ‘chimney’ due to upshot of earthquake and winds. On account of transformation in geometric shape of the chimney, structural analysis for instance response to earthquake and wind wavering becomes more crucial. The leading focal point of this paper is to weigh against the seismic-analysis upshots for zone II & V of a 30 m tall ‘reinforced concrete chimney’. Earthquake analysis is accomplished as per IS-1893 (part 4):- 2005 & finally, the maximum values acquired in analysis for both zones are contrasted in table & also as graphs.
Equistatic Analysis, RCC Chimney, Sesismic Zone II & V, Staad Pro
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