about which many studies have been carried out in recent years. In the present study, the
behavior of this system is investigated by pushover analysis. For this purpose, twenty
CSPSWs structures are designed with width-to-height ratio (L/H) of 2.5, 2, 1.4, and 0.85, and
the number of floors 1, 2, 4, 6, and 10 were designed and analyzed using the ABAQUS finite
element software package. The results of this study show that the initial stiffness of CSPSWs …