Reference problem ===================== Geometry, Materials, and Boundary Conditions ---------------------------------------------- It is a structure with simple geometry, of the thin cylinder type, filled to the brim and subjected to a defined seismic excitation with stress spectra. * geometric parameters of the cylinder: *radius*R* = 7 m, *height*H* = 21 m, *thickness of the sheet*e* = 15 mm, * material parameters: *Young's modulus of the structure (steel)*E* = 1.95·1011 Pa, *Poisson's ratio*ν* = 0.3, *density of the structure*rodri* = 7850 kg/m3, *density of liquid (water)*rodriL* = 1000 kg/m3, *depreciation*c* = 4%, * boundary conditions: * base of the cylinder (lower surface) blocked according to the three degrees of freedom (DDL) of translation, * zero pressure at the level of the free surface of the fluid. .. image:: images/100000000000022F000002A9BBD218287B73AFE5.png :width: 1.1646in :height: 1.8598in .. _RefImage_100000000000022F000002A9BBD218287B73AFE5.png: .. image:: images/100000000000022F000002A9B8AD550744D003CC.png :width: 1.4465in :height: 1.922in .. _RefImage_100000000000022F000002A9B8AD550744D003CC.png: Seismic excitation ------------------- The seismic load is given by a ground spectrum in the two horizontal directions (X and Y) and in the vertical direction (Z). .. image:: images/10000000000002CF0000016209C5A08D26E22536.png :width: 4.1346in :height: 2.0354in .. _RefImage_10000000000002CF0000016209C5A08D26E22536.png: