Abstract
It is shown that the Hardy Cross method for analysis of frames is Jacobi iterative scheme applied to the displacement formulation of structural analysis. Because of it convergence for any loading conditions is due to the strict diagonal dominance of the stiffness matrix.
| Original language | English |
|---|---|
| Pages (from-to) | 4197-4200 |
| Number of pages | 4 |
| Journal | International Journal of Solids and Structures |
| Volume | 39 |
| Issue number | 16 |
| DOIs | |
| State | Published - 19 Aug 2002 |
| Externally published | Yes |
Keywords
- Hardy Cross
- Iterations
- Jacobi scheme
- Moment distribution
ASJC Scopus subject areas
- Modeling and Simulation
- Materials Science (all)
- Condensed Matter Physics
- Mechanics of Materials
- Mechanical Engineering
- Applied Mathematics