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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| Главные авторы: | , , , |
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| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
MDPI AG
2024-07-01
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| Серии: | Buildings |
| Предметы: | |
| Online-ссылка: | https://www.mdpi.com/2075-5309/14/7/2208 |
| Метки: |
Нет меток, Требуется 1-ая метка записи!
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