Stability Analysis of Frameworks by Matrix Methods
- 1 July 1968
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Structural Division
- Vol. 94 (7) , 1745-1760
- https://doi.org/10.1061/jsdeag.0002014
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.Keywords
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