Research Article
Jun 1973
Tangent Stiffness in Plane Frames
Publication: Journal of the Structural Division
Volume 99, Issue 6
Abstract
With reference to planar framed structures, a tangent stiffness matrix is derived that does not require any approximation beyond those used in the conventional beam-column theory. The matrix is given in such a form as to clearly separate the contributions of large rigid body displacements from elastic and locally nonlinear effects, and its numerical evaluation appears to be routine. Possible approximations, analogous to those used by previous investigators, are also examined.
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Published In
Journal of the Structural Division
Volume 99 • Issue 6 • June 1973
Pages: 973 - 985
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jun 1973
Published online: Feb 1, 2021
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Authors
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Cenap Oran, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Missouri, Columbia, No.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.