Dynamic Performance Analysis by Laboratory Tests of a Sustainable Prefabricated Composite Structural Wall System

In recent decades, steel frames infilled with precast load-bearing walls have been successfully employed as lateral load-resisting structural systems in high-rise buildings. This is due to their efficiency outer and major inner facades the higher construction speed of building. paper presents a detailed experimental investigation sustainable, prefabricated, composite wall system, using representative test model named Precast Concrete Steel Panel-Infilled Frame (PCSP-ISF) full-scale dimensions subjected in-plane cyclic loading. A series experiments was conducted on critical specimens, including three-point bending, concentric axial compression, diagonal together additional cycling loading tests connection joint aim validating reliability response connections. The resulting data observed failure mechanisms are discussed carefully optimise sustainable performance system. theoretical approach for evaluation shear capacity total frame system also expand results several numerical research cases. mechanism this module formed by combination developed plastic hinges joints cracks concrete panel. obtained hysteretic behavior at parameter impact mainly analysed discussed. outcomes indicate satisfactory seismic PCSP-ISF model, indicating that it can be very promising earthquake-prone regions.