Performance of a damage-protected beam?column subassembly utilizing external HF2V energy dissipation devices.
Ductile-jointed connections, which generally require some form of supplementary energy dissipation to alleviate displacement response, typically employ mild steel energy dissipation devices. These devices run the risk of low-cycle fatigue, are effective only for peak cycles that exceed prior displac...
| Published in: | Earthquake engineering & structural dynamics. 37, 13 (2008). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |