Research Article
Feb 1971
Nonlinear Analysis of Cable and Truss Structures
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 97, Issue 2
Abstract
The complete nonlinear equations of joint equilibrium are derived for three dimensional cable and truss structures using the direct stiffness approach for large joint displacements and small member deformations. The geometric stiffness matrix of the structure is derived solely from the geometrical and statical considerations of a perturbed equilibrium state. Various solution techniques are given for solving the nonlinear problem. Flow charts are given for modification of existing linear programs based on the direct stiffness approach. Several examples are given to illustrate the procedures and to emphasize the importance of nonlinear terms in the stiffness matrix.
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Published In
Journal of the Structural Division
Volume 97 • Issue 2 • February 1971
Pages: 679 - 710
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Feb 1971
Published online: Feb 1, 2021
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Authors
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Frank Baron, F.ASCE
Prof. of Civil Eng., Univ. of Calif., Berkeley, California
Mahadeva S. Venkatesan, AM.ASCE
Asst. Prof. of Eng., Calif. State College, Fullerton, California
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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.