The seismic behavior of shear walls is inevitably associated with the connectors' characteristics. While historic shear wall studies have focused on the influen
In support of the performance-based seismic design procedures for light-frame wood structures, developed within the NSF-funded NEESWood Project, a dual study wi
FEA models were developed and validated to predict shear strength and effective shear modulus of SCWF shear walls under monotonic loading. Moreover, the hystere