Based on the design concept of 'strong horizontal joint and weak vertical joint', an energy‐dissipating fabricated shear wall structure system with a steel damper is proposed. The wall limbs were connected using the damper to realize the rapid assembly and improve the seismic performance of the fabricated shear wall structure. Four fabricated shear wall specimens and one cast‐in‐place comparison specimen were prepared, and a low‐cycle repeated load test was carried out under an axial compression ratio of 0.1. Results show that the fabricated shear wall structure features slightly reduced bearing capacity but obviously improved ductility, and the energy dissipation of the damper improves the seismic performance of the structure. The damper can dissipate energy rapidly, reduce the damage degree of the wall limbs and work stably, suggesting its good performance as a connector.

中文翻译：

---

耗能竖向缝剪力墙结构的试验研究

基于“强水平缝和弱垂直缝”的设计思想，提出了一种带钢阻尼器的耗能预制剪力墙结构体系。使用阻尼器将墙肢连接起来，以实现快速组装并提高所制造的剪力墙结构的抗震性能。准备了四个预制的剪力墙样本和一个现浇的比较样本，并在轴向压缩比为0.1的情况下进行了低周反复载荷测试。结果表明，所制作的剪力墙结构承载力略有降低，但延性明显提高，减震器的能量耗散提高了结构的抗震性能。减震器可以迅速耗散能量，减少墙肢的损坏程度，并稳定工作，