The stack in question is an unsupported cantilever type but fitted with staggered vertical strakes as per API 560 Clause 9.5.4 (1) rather than spiral (helical) spoilers Clause 9.5.4 (2) but there seems to still be an unexplained driving frequency that causes a larger amplitude in the sway than...
Does anyone have a source of the article : Mahajan, Kanti H., “Tall Stack Design Simplified,” Hydrocarbon Processing, p. 217, September 1975 on stack design or some other treatise on stack frequency response and damping