A simplified finite element method for large deformation, post‐buckling analyses of large frame structures, using explicitly derived tangent stiffness matrices
- 1 January 1986
- journal article
- research article
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 23 (1) , 69-90
- https://doi.org/10.1002/nme.1620230107
Abstract
No abstract availableKeywords
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