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Behaviour of Reinforced Concrete Conical Tanks under Hydrostatic Loading

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Figure

Figure 3-1 Axisymmetric Loading Conditions
Figure 3-3 Figure 2-3 System and Nodal Degrees of FreedomConsistent Shell Element Coordinate Consistent Shell Element Coordinate
Figure 3-4 Finite Element Mesh of a Quarter Cone
Table 3-4 (continued)
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