Three structural schemes for a three-pipe reinforced concrete (RC) lattice chimney are developed.Taking wind load as a stochastic loading, the dynamical characteristics analysis and wind-induced vibration response analysis for the three structural schemes are carried out.Comparisons between the responses of the three structural schemes due to wind loading given by the Davenport spectrum are emphasized and their appraisals are performed at the same time.
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Ahsom Kareem.Dynamic Response of High Rise Building to Stochastic Wind Loads.J.Wind Engineering and Industial Aerodynamics,1992(41~44):1 101~1 11