Numerical Simulation of Cluster-Connected Shear Wall Structures under Seismic Loading
The reinforced part at the bottom of high-rise assembled monolithic concrete shear wall structures generally uses cast-in-place concrete due to high elastic–plastic deformation capacity requirements, which limits the advantages of prefabricated shear wall structures. This study investigates the feas...
Gorde:
| Egile Nagusiak: | , , , , , , , |
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| Formatua: | Artigo |
| Hizkuntza: | Inglês |
| Argitaratua: |
MDPI AG
2024-07-01
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| Saila: | Buildings |
| Gaiak: | |
| Sarrera elektronikoa: | https://www.mdpi.com/2075-5309/14/7/2247 |
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