Abstract
Physical test results are presented to resolve existing disagreements in the literature concerning the collapse load of an L-shaped frame which fails through torsional buckling. Available computer solutions for this problem are compared with particular attention given to the symmetry of the geometric stiffness matrix.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 483-486 |
| Number of pages | 4 |
| Journal | Computers and Structures |
| Volume | 47 |
| Issue number | 3 |
| DOIs | |
| State | Published - May 3 1993 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Modeling and Simulation
- General Materials Science
- Mechanical Engineering
- Computer Science Applications
Fingerprint
Dive into the research topics of 'An example of three-dimensional frame buckling'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver