Composition feature of the element tangent stiffness matrix of geometrically nonlinear 2D frame structures
The expressions of the finite element method tangent stiffness matrix of geometrically nonlinear constructions are not fully presented in publications. The matrixes of small displacements stiffness are usually presented only. To solve various problems of construction analysis or design and to specif...
| Prif Awduron: | , |
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| Fformat: | Erthygl |
| Iaith: | English |
| Cyhoeddwyd: |
Vilnius Gediminas Technical University
2011-04-01
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| Cyfres: | Mokslas: Lietuvos Ateitis |
| Pynciau: | |
| Mynediad Ar-lein: | https://www.jbem.vgtu.lt/index.php/MLA/article/view/10654 |