Abstract
A different approach to the analysis of slender framed structures is presented. It is based on the theory of underconstrained systems. It is shown that frames can be interpreted as semi-underconstrained structures. The approach allows understanding of various features of the mechanical behavior of frames as well as novel computing techniques.
| Original language | English |
|---|---|
| Pages (from-to) | 1119-1134 |
| Number of pages | 16 |
| Journal | International Journal of Mechanical Sciences |
| Volume | 42 |
| Issue number | 6 |
| DOIs | |
| State | Published - 1 Jan 2000 |
| Externally published | Yes |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Materials Science (all)
- Condensed Matter Physics
- Mechanics of Materials
- Mechanical Engineering