Cyclic Behavior of Partially Prefabricated Steel Shape-Reinforced Concrete Composite Shear Walls: Experiments and Finite Element Analysis
Due to the higher lateral stiffness, load-carrying, and energy dissipation capacities compared with traditional reinforced concrete (R.C.) shear walls, steel shape-reinforced concrete (SRC) shear walls, in which steel profiles are encased in the boundary elements, have been widely applied in high-ri...
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| Format: | Artigo |
| Sprache: | Inglês |
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MDPI AG
2024-07-01
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| Schriftenreihe: | Buildings |
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| Online-Zugang: | https://www.mdpi.com/2075-5309/14/7/2208 |
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