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Elastically supported spherical segments under antisymmetrical loads
Approximate statical stress analysis is presented for circularly symmetric structure, consisting of long thin cylindrical shell with thin spherical segment at one end, with or without stiffening ring at their boundary; two antisymmetrical loads (equivalent inertia load and wind pressure) are considered and, for sake of conciseness, are assumed to act simultaneously.
Elastically supported spherical segments under antisymmetrical loads
Approximate statical stress analysis is presented for circularly symmetric structure, consisting of long thin cylindrical shell with thin spherical segment at one end, with or without stiffening ring at their boundary; two antisymmetrical loads (equivalent inertia load and wind pressure) are considered and, for sake of conciseness, are assumed to act simultaneously.
Elastically supported spherical segments under antisymmetrical loads
Columbia Univ -- Dept Civ Eng -- Tech Report
Lichtenstein, S. (author)
1960
41 pages
Report
English
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