Numerical Analysis and Resilience Model of A New Type of Corrugated Steel Plate Viscoelastic Damping Wall

提出了一种新型粘弹性阻尼墙（即波纹钢板粘弹性阻尼器，CSPVD）。通过考虑波纹方向（水平或垂直）、波纹钢板的厚度比、粘弹性材料的厚度比、整体高宽比、波纹钢板的屈服强度和粘弹性材料的硬度等设计参数，验证了有限元分析的有效性。随后，使用 ABAQUS 分析了 CSPVD 在低频循环载荷下的磁滞耗能行为。

A novel viscoelastic damping wall, namely corrugated steel plate viscoelastic damper (CSPVD), was proposed. The validity of finite element analysis was verified by considering design parameters including corrugation direction (horizontal or vertical), thickness ratio of corrugated steel plates, thickness ratio of viscoelastic materials, overall aspect ratio, yield strength of corrugated steel plates and hardness of viscoelastic materials. Subsequently, the hysteretic energy dissipation behavior of CSPVD under low-frequency cyclic loading was analyzed using ABAQUS.