<p dir="ltr">This thesis presents the results of the study performed on the behavior of bolted splice</p><p dir="ltr">connections for Concrete Filled Composite Plate Shear Walls. As a part of an experimental</p><p dir="ltr">program, two large-scale specimens employing two different types of fasteners: (i) Hollo-Bolt</p><p dir="ltr">blind bolts, and (ii) threaded rods with pipe sleeves were designed, built, and tested at the Bowen</p><p dir="ltr">Laboratory. The specimens were subjected to monotonic loading to examine the behavior and</p><p dir="ltr">capacity of the proposed connection types. From the results obtained in the experiments it could</p><p dir="ltr">be suggested that the proposed connections are an effective method to connect C-PSW/CFs and</p><p dir="ltr">could be a valuable alternative to Complete Joint Penetration (CJP) welding.</p>