Seismic Behavior of Steel Shear Walls

钢剪力墙的抗震性能

• 批准号: 8719534
• 负责人: Mohamed Elgaaly
• 金额: $ 17.51万
• 依托单位: University of Maine
• 依托单位国家: 美国
• 项目类别: Continuing Grant
• 财政年份: 1987
• 资助国家: 美国
• 起止时间: 1987-12-01 至 1991-05-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=8719534&HistoricalAwards=false
• 关键词: Seismic; Behavior; Steel; Shear; Walls

This project studies by analytical and experimental means the cyclic behavior of thin plate steel shear walls. The investigation will include tests of several quarter scaled, one bay, three-story high walls models. The objective is to determine the viability of steel plates being used as an alternative of reinforced concrete shear walls in providing resistance to lateral seismic forces. The results could significantly impact the design/construction practices in seismic zones.

本课题通过分析和实验手段， 薄板钢剪力墙的性能。 调查将 包括几个四分之一比例、一个开间、三层楼高的墙的测试 模型 其目的是确定正在使用的钢板的可行性 作为钢筋混凝土剪力墙的替代方案， 抗横向地震力。 结果可能会对设计/施工实践产生重大影响 在地震带。