Buckling-restrained brace using steel mortar planks; performance evaluation as a hysteretic damper.
The authors developed a buckling-restrained brace that enables increased design freedom at both ends of the core plate and strict quality control while providing stable hysteresis characteristics even under high strains. The buckling-restrained brace can be formed by welding a core plate covered wit...
| Published in: | Earthquake engineering & structural dynamics. 35, 14 (2006). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |