正交胶合木（cross-laminated timber, CLT）剪力墙结构是近年来发展迅猛的中高层木结构体系之一，中外学者针对CLT剪力墙的抗侧力性能展开了深入研究。总结了单板CLT剪力墙、多拼板CLT剪力墙和CLT开洞剪力墙抗侧性能的研究成果，对剪力墙的破坏模式、承载能力以及刚度进行梳理，同时，对抗侧承载力和抗侧刚度的计算方法进行归纳和比较分析；整理了中外规范中木结构剪力墙的抗侧承载力计算方法，提出适用CLT剪力墙的建议。最后，对当前研究进行了总结与展望，旨在对CLT剪力墙的抗侧性能研究提供参考。

CLT(cross-laminated timber) shear wall structure has emerged as one of the rapidly advancing mid-to-high-rise timber structural systems in recent years. Extensive research on the lateral resistance performance of CLT shear walls has been conducted by both domestic and international scholars. A comprehensive synthesis of findings concerning lateral resistance capabilities was conducted for CLT shear walls, including single-panel, multi-panel, and CLT shear walls with openings. Failure modes, load-bearing capacities, and stiffness characteristics were systematically examined across these structural variations. Comparative evaluations of multiple calculation methods for lateral bearing capacity and stiffness determination were performed, alongside a compilation of standardized methodologies from domestic and international specifications for timber shear wall analysis. Specialized recommendations were formulated specifically for CLT structural applications. Current research advancements were consolidated, and strategic directions were proposed to guide subsequent investigations into CLT shear wall performance under lateral loading conditions, establishing critical references for ongoing research development in this specialized engineering field.