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Statements
1986
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Newmark betta scheme in time domain
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nonlinear axisymmetric static and transient response
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moderately thick polar orthotropic shallow spherical caps
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Clamped
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simply supported
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uniformly distributed static and step function loads
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shear deformation
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rotary inertia
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normal displacement
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shear rotation
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stress function
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orthogonal point collocation method
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space domain
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