Experimental Study on Seismic Performance of Prestressed CFRP Tendon–Steel-Reinforced Concrete Transfer Story Structure with Inclined-Web Trusses

The truss transfer story serves as a critical structural zone connecting different structural systems in high-rise buildings. This component incorporates numerous inclined-web trusses, which are prone to cracking and failure under seismic events. To enhance the seismic performance of long-span transfer structures and address the tensile cracking vulnerability of inclined-web trusses in conventional truss transfer stories, this study investigates the seismic behavior of a novel composite system: a prestressed CFRP tendon–steel-reinforced concrete transfer story structure with inclined-web trusses and two specimens of inclined-web truss transfer story frames—with and without prestressed CFRP tendons—were designed and fabricated. These specimens were subjected to horizontal low-cycle reversed loading to examine seismic performance indicators, including crack propagation patterns, failure modes, hysteretic curves, skeleton curves, stiffness degradation, ductility, and energy dissipation capacity. The results demonstrate that incorporating prestressed CFRP tendons into the inclined-web trusses did not alter the failure mode of the steel-reinforced concrete transfer story structure. The primary failure morphology consistently manifested as flexural-shear failure in the bottom chord columns. During the loading process, tensile cracking failure manifested in the inclined-web members of both specimens, with and without prestressing. Crack distribution remained uniform in all cases. The inclined-web trusses incorporating prestressed strands exhibited an 80% increase in cracking load compared to the non-prestressed specimen. Furthermore, the prestressed specimen demonstrated superior resistance to performance degradation and enhanced energy dissipation capacity. Both configurations exhibited significant deformation capacity and satisfactory seismic performance. The prestressed CFRP tendons enhance the crack resistance and deformation capacity of a transfer story structure with inclined-web trusses, providing novel insights for seismic design of truss transfer story structures.