| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6751153 | Journal of Constructional Steel Research | 2018 | 15 Pages |
Abstract
The FE model is then validated using sixteen cyclic tests for brace members. The FE results are found to match the physical tests values relatively well. In other words, when comparing the ratio of yield force, buckling resistance, and total energy dissipated estimated from the FE model to the measured values in physical tests, the mean values are found to be 1.04, 0.99 and 1.24, respectively, with a coefficient of variation of 0.07, 0.07 and 0.17, respectively.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
M.S. Hassan, S. Salawdeh, J. Goggins,