Research Article
Jul 1968
Stability Analysis of Frameworks by Matrix Methods
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 94, Issue 7
Abstract
A general matrix formulation for the solution of buckling loads and modes of rigid frameworks under axial loads only in the primary condition is presented. Input data for the computer include the configuration of the framework, the flexural rigidities of the constituent members, and the set of proportionate axial loads in the members.
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Published In
Journal of the Structural Division
Volume 94 • Issue 7 • July 1968
Pages: 1745 - 1760
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Jul 1968
Published online: Feb 1, 2021
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Ottar P. Halldorsson
Research Engr., The Building Research Inst., Reykjavik, Iceland
Chu-Kia Wang, F.ASCE
Prof. of Civ. Engrg., The Univ. of Wisconsin, Madison, Wis.
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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.
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