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Experimental Study on a New Damper Using Combinations of Viscoelastic Material and Low-Yield-Point Steel Plates
To enhance the seismic resilience of coupled reinforced concrete shear walls, a new damper working in the replaceable coupling beam is proposed in present study. The new damper is a combination of metallic damper and viscoelastic (VE) damper. The metallic damper consists of an I-shaped steel beam wi...
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| Main Authors: | , , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
Frontiers Media S.A.
2019-05-01
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| Colecção: | Frontiers in Materials |
| Assuntos: | |
| Acesso em linha: | https://www.frontiersin.org/article/10.3389/fmats.2019.00100/full |
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