[1]
Abdi, R. and Abdoli Yazdi, N. 2018. Effects of Aspect Ratio and Plate Thickness on the Behavior of Unstiffened Steel-Plate Shear Walls with Pinned and Rigid Connections. Civil Engineering Journal. 4, 6 (Jul. 2018), 1383–1402. DOI:https://doi.org/10.28991/cej-0309180.