PERFORMANCE EVALUATION OF THREE NEW SHEARWALL SYSTEMS UNDER MONOTONIC AND CYCLICLOADING

Shear walls are lateral load-bearing systems that have the task of neutralizing the effects ofcommon lateral loads imposed on the structure, such as earthquakes and wind. Shear walls can bedivided into two categories: steel shear wall and composite shear wall. This study focuses on theperformance evaluation of three new composite shear wall systems under monotonic and cyclicloading. The composite shear walls included steel plates, concrete panels, and X braces. The pushoverand Hysterics curves of the three model was compared. The results of the study indicate that while, theXPCPXSW model had the maximum shear capacity, the CPCSW model had more ductility than theother models.

کلیدواژه ها:

Steel Structure ، Finite Element ، Shear Wall ، Cyclic Load ، Monotonic Load ، ABAQUS ، Paste Damage Model (CDP)