Research Article
Apr 1967
General Theory of Cyclically Symmetric Frames
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 93, Issue 2
Abstract
The matrix theory of framed structures to applicable in principle to frames of arbitrary finite extent, but difficulties of computation preclude its use for analyzing structures with many degrees of freedom. A class of structures is defined that includes some well-known large-span domes. It is shown that for these structures a highly significant decoupling of the stiffness equations is achieved by the use of finite Fourier series with vector coefficients. For certain kinds of loading the theory is extended to treat nonlinear elastic behavior, and computable criteria of elastic buckling are established.
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Published In
Journal of the Structural Division
Volume 93 • Issue 2 • April 1967
Pages: 163 - 176
Copyright
© 1967 American Society of Civil Engineers.
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Published in print: Apr 1967
Published online: Feb 1, 2021
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Authors
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M. J.L. Hussey
Lecturer in Civ. Engrg., King's College, London, England
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