To improve the stability of steel desulfurization tower

the anti-collapse mechanism of bamboo structure was clarified considering the relationship between structural characteristics and mechanical behavior

and it was applied to the imitation bamboo design of steel desulfurization tower structures. The seismic performance of bamboo-like desulfurization tower was analyzed by scale model shaking table tests. Based on the principle of stiffness gradual change

a design method of sectional variable wall thickness for desulfurization tower was proposed to ensure that the changing trend of section stiffness of bamboo-like desulfurization tower was consistent with that of the bamboo body. Stiffener setting was discussed through the eigenvalue buckling method. Stiffener could improve the buckling mode of the structure distinctly

and it is reasonable to set the stiffener spacing of 4 m as the base number. Test results show that the maximum displacement and stress of the structure did not exceed the allowable value under the action of 7 or 8-degree earthquake. The structure was in an elastic state without damage. Under the action of 9-degree earthquake

the maximum stress of the tower exceeded the material allowable stress at working temperature

and local mild bending occurred on the tower

but the structure still did not collapse.