Numerical Simulation of Cluster-Connected Shear Wall Structures under Seismic Loading
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DOI: 10.3390/buildings14072247
Abstract: 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… read more here.
Keywords: prefabricated shear; cluster connection; wall structures; shear wall ... See more keywords