波纹钢板剪力墙抗震性能研究综述

Review of the Seismic Properties of Corrugated Steel Plate Shear Walls

摘要: 波纹钢板剪力墙作为一种新型抗侧力结构体系，因其独特的几何构造和优异的力学性能，近年来在高层建筑及大跨度结构中得到了广泛研究。本文分析总结了国内外关于波纹钢板剪力墙抗震性能的最新研究成果，重点从几何构造、力学性能、边界条件与连接方式、组合结构形式及开洞设计等方面分析了其抗震性能的影响因素。总结近年来的研究结果发现，波纹形状、深度、波长和波幅等对结构的抗侧承载力、屈曲稳定性和耗能能力具有重要影响。同时波纹钢板剪力墙的承载能力、滞回耗能及延性表现优于传统平钢板剪力墙。此外，组合结构形式进一步提升了结构的抗侧性能与抗震鲁棒性。本文总结了当前研究成果，指出波纹钢板剪力墙作为新型抗震结构体系，具有轻量化、高耗能等优点，应用前景广阔，但也存在研究不足，如复杂荷载下的长期性能、与不同结构体系的协同工作以及极端地震条件下的抗震可靠性等。

Abstract: As a novel lateral force-resisting structural system, corrugated steel plate shear walls (CSSWs) have attracted extensive research in recent years for high-rise buildings and long-span structures due to their unique geometric configuration and superior mechanical performance. This paper analyzes and summarizes the latest research findings on the seismic performance of CSSWs both domestically and internationally, with a focus on investigating influencing factors including geometric configuration, mechanical behavior, boundary conditions, connection methods, composite structural forms, and perforation design. Recent studies reveal that corrugation shape, depth, wavelength, and amplitude significantly affect lateral load-bearing capacity, buckling stability, and energy dissipation capabilities. Compared with conventional flat steel plate shear walls, CSSWs demonstrate enhanced bearing capacity, hysteretic energy dissipation, and ductility. Furthermore, composite structural forms further improve lateral resistance and seismic robustness. This review concludes that CSSWs, as an innovative seismic-resistant system, exhibit advantages such as lightweight design and high energy dissipation, demonstrating broad application prospects. However, research gaps remain, including long-term performance under complex loading, synergistic effects with diverse structural systems, and seismic reliability under extreme earthquake conditions.