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Geometrically nonlinear structural analysis by direct stiffness methodModified Newton-Raphson stiffness matrices and initial value formulations to geometrically nonlinear structural analysis for beam and plane stress triangular elements
Document ID
19710059173
Acquisition Source
Legacy CDMS
Document Type
Reprint (Version printed in journal)
Authors
Haisler, W. E.
Stricklin, J. A.
Von Riesemann, W. A.
Date Acquired
August 6, 2013
Publication Date
September 1, 1971
Subject Category
Structural Mechanics
Accession Number
71A39870
Funding Number(s)
CONTRACT_GRANT: NGL-44-001-044
Distribution Limits
Public
Copyright
Other

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