Abstract
In this paper, based on the finite element analysis model verified in previous studies, a new model of a buckling restrained brace reinforced with a steel plate was proposed. A design formula was proposed for the new model to dissipate energy without buckling the steel core under load protocol, and the performance of the model satisfying the design formula was evaluated by comparing it with the previous model through the results of hysteresis loop, bi-linear curve, cumulative energy dissipation capacity, and equivalent viscous damping.
| Translated title of the contribution | An Analytical Study on the Performance of Buckling Restrained Brace Reinforced with Steel Plate |
|---|---|
| Original language | Korean |
| Pages (from-to) | 51-57 |
| Number of pages | 7 |
| Journal | 한국공간구조학회지 |
| Volume | 22 |
| Issue number | 1 |
| DOIs | |
| State | Published - Mar 2022 |