Erratum for "Cyclic Shear Behavior of Concrete-Filled Composite Plate Shear Wall Components with Bolted Splices" (Journal of Structural Engineering DOI: 10.1061/JSENDH.STENG-14408)

The following correction should be made to "Cyclic Shear Behavior of Concrete-Filled Composite Plate Shear Wall Components with Bolted Splices"by Jia-Hau Liu and Michel Bruneau, https://doi.org/10.1061/JSENDH.STENG-14408: In Fig. 21, the label "Proposed Equation 2"was inadvertently plotted at the line corresponding to the bearing strength of 3.0dtFu. The correct placement should be at Vc + 2.4dtFu = 592.209 kip. The corrected figure is provided herein. To preserve the published version of record, these details have been corrected only in this erratum. (Figure presented).