As a destructive phenomenon in most parts of the world, earthquake has threatened the safety of structures and the lives of its inhabitants and is considered as the main problem in the seismic vulnerability of buildings. Steel shear walls are regarded as one of the newest structural systems resistant to lateral load in steel structures. The present study aimed to investigate the impact of effective parameters on cyclic behavior by numerically modeling a steel shear wall and comparing it with laboratory results. The results indicated the significant contribution of the thickness of steel shear sheet so that when the thickness changes to 25%, the final response of the structure increased by approximately 20% and decreased by 15%.

中文翻译：

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分析钢剪力墙循环行为的参数敏感性

地震作为世界上大部分地区的破坏性现象，已威胁到建筑物的安全和居民的生命，被认为是建筑物抗震脆弱性的主要问题。钢剪力墙被认为是钢结构中抗横向荷载的最新结构体系之一。本研究旨在通过对钢剪力墙进行数值模拟并将其与实验室结果进行比较来研究有效参数对循环行为的影响。结果表明，钢剪切板的厚度贡献显着，当厚度变为25%时，结构的最终响应增加约20%，减少15%。