Abstract
The development of a general method for optimum design of framed structures with regard to their elastic buckling behavior using the finite element method for computing the buckling laod and Rosen's gradient projection method for optimization technique is described.
| Original language | English |
|---|---|
| Pages (from-to) | 309-318 |
| Number of pages | 10 |
| Journal | Bulletin of the JSME |
| Volume | 22 |
| Issue number | 165 |
| Publication status | Published - 1979 Mar |
| Externally published | Yes |
ASJC Scopus subject areas
- Engineering(all)