Course design on the addition of a packing tower to a storage tank
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A packing absorption tower is added above the storage tank; what aspects need to be designed and verified? Could you make a table of contents? If the strength of the storage tank has been thoroughly checked in accordance with NB/T 47024-2014 (including the support reactions caused by uniformly distributed loads and the weight of auxiliary equipment, axial stresses in the cylinder, tangential shear stresses in the cylinder as well as stresses on the head, circumferential stresses in the cylinder, and saddle stresses), is it still necessary to separately calculate the seismic loads and seismic bending moments acting on the filler tower above, and to conduct strength and stability checks for that tower?
Does anyone know about this? . Please give some advice
Vessels are evaluated as SW6 horizontal containers with attached equipment, while towers are considered as tower equipment. It is important to take into account the equivalent pressure of the flanges connecting the tower and the vessel; usually, the pressure rating for these flanges is several levels higher