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Method of analysis adopted differs from methods already published by its use of generalized forces and displacements as means of describing flexibility of plate element; simple matrix algebra routine is developed that may be used to calculate joint displacements and longitudinal plate stresses; algebra is similar to that published by Argyris and others on analysis of framed structures; numerical example.
Method of analysis adopted differs from methods already published by its use of generalized forces and displacements as means of describing flexibility of plate element; simple matrix algebra routine is developed that may be used to calculate joint displacements and longitudinal plate stresses; algebra is similar to that published by Argyris and others on analysis of framed structures; numerical example.
Matrix derivation of folded plate equations
ASCE -- Proc (J Structural Div)
Meek, J.L. (author)
1963
29 pages
Article (Journal)
English
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