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Prebuckling deformation from nonlinear analysis of the imperfect dome in the top image of the first slide in this group of 4 slides

The first buckling mode shape is applied scaled as a non-stressed imperfection (Fig. 5). The imperfection has a maximum amplitude in the vertical direction of 20 mm, one fourth the thickness of the dome.

From the same paper as the previous 2 images.

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