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Statements
1984
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static and dynamic axisymmetric buckling
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elastic orthotropic thin spherical caps
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initial imperfections
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simple type of axisymmetric imperfection
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governing equations
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normal displacement
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stress function
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orthogonal point collocation method
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spatial discretization
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Newmark- \(\beta \) scheme
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time-marching
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uniformly distributed static and step function pressure loads
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