Nonlinear stability of truncated shallow
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Yan Shengping
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Article
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1997
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Springer
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English
โ 272 KB
In this paper, to begin with, the nonlinear differential equations of a truncaled shallow spherical shell with variable thickness under uniformly distributed load are linearized by step-by-step loading method. The linear differential equations cap be solved by spline colloca,ron method. Critical loa