NASA NTRS · 19820025881
Synthesis of frameworks under multilevel performance constraints
Abstract
A method for the minimum weight design of practical planar frameworks under both service and ultimate loading conditions is presented. Acceptable elastic stresses and displacements are ensured at the service load level while, simultaneously, adequate safety against plastic collapse is ensured at the ultimate load level. The features of the design method for an industrial steel mill building are illustrated.
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Grierson, D. E., Chiu, T. C. W.. 1982-10-01. Synthesis of frameworks under multilevel performance constraints. https://ntrs.nasa.gov/citations/19820025881
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