Abstract
ABSTRACT The integrity of precast concrete (PC) shear walls depends strongly on the structural measures and construction quality of the reinforcement connections, which impedes complete equivalence with cast-in-place connections, the construction height, and the applicability to high-seismicity regions. The seismic behaviour of hybrid precast concrete-encased concrete-filled twin steel tube (PCCS)-reinforced composite shear walls was investigated under combined vertical tension and horizontal cyclic loading. Embedded cast-in-place high-strength concrete-filled thin-walled twin steel tube cores (HCSCs) were used to position a PC shear wall panel and stiffen vertical connections for improved load-bearing. Quasi-static cyclic tests were conducted on six PCCS composite shear wall specimens with a shear-span ratio of 1.84 to investigate how the HCSC cross-section ratio, out-of-plane eccentricity, and initial axial tension affected the seismic performance. The specimens failed by combined shear-bending, and the HCSCs served as reliable connections and reinforcements. The specimens exhibited relatively high load-bearing capacities, complete hysteretic curves, good deformation and energy dissipation, and large residual stiffnesses at failure. Shear deformation contributed approximately 21% to the total lateral displacement. The average ultimate drift ratio of 1/42 and average ductility factor of 5.0 of the specimens demonstrated excellent assembly integrity. A parametric analysis of the bearing capacity of the cross-section revealed that as the HCSC cross-section ratio increased, both the shear capacity and lateral stiffness increased, where the latter produced a rapid decrease in the deformation curvature. The shear capacity decreased with increasing initial axial tension and out-of-plane eccentricity. The deformation curvature was increased using an appropriate axial tension level and deteriorated by the out-of-plane eccentricity.
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