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Table 7 Structural models considered for the sensitivity analysis

From: Seismic performance of spherical liquid storage tanks: a case study

Model Fundamental period (s) Max stress σeff (MPa) Max displacement (m)
A 0.51 268.5 0.0176
B 0.64 239.2 0.0258
C 0.68 257.5 0.0287
D 1.44 268.4 0.0536