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Mechanical Performance Study of Beam–Column Connection with U-Shaped Steel Damper
The article proposes the use of a semi-rigid energy-dissipation connection combined with a U-shaped metal damper to avoid brittle failure of rigid steel beam–column connections under seismic loading. The U-shaped metal damper connects the H-section column and the H-section beam to form a new energy-...
| Autores principales: | , , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2022
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9605227/ https://www.ncbi.nlm.nih.gov/pubmed/36295152 http://dx.doi.org/10.3390/ma15207085 |