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Synthesis of frameworks under multilevel performance constraintsA 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.
Document ID
19820025881
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Grierson, D. E. (Waterloo Univ. Ontario)
Chiu, T. C. W. (Waterloo Univ. Ontario)
Date Acquired
August 10, 2013
Publication Date
October 1, 1982
Publication Information
Publication: NASA. Langley Research Center Res. in Struct. and Solid Mech., 1982
Subject Category
Structural Mechanics
Accession Number
82N33757
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.

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IDRelationTitle19820025863Collected WorksResearch in structural and solid mechanics, 1982
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