基于位移的粘性阻尼器阻尼结构的设计
Shuo Dong1,2, Wen Pan3,4, Liaoyuan Ye2,5
1Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, Yunnan, 650500, China.
Scientific reports
|April 6, 2025
概括
这项研究优化了高层建筑的粘性阻尼器,显著减少了地震移位和加速. 新设计符合严格的地震规范,提高了城市环境中的结构安全性.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 材料科学 材料科学 材料科学
背景情况:
- 城市化推动了对更高,更密集的建筑的需求,增加了地震风险.
- 粘性阻尼器为高层建筑物提供强大的回收,可重复使用性和出色的抗震性能.
- 有效的抗震保护对于现代结构设计至关重要.
研究的目的:
- 为了增强建筑结构中的地震阻尼效应.
- 使用粘性阻尼器设计基于位移的振动阻尼结构配置.
- 为了优化缓冲结构的分布参数.
主要方法:
- 使用恢复力模型来模拟粘性阻尼器对地震力的阻力.
- 采用时间过程分析来评估结构的动态响应.
- 应用多目标优化来调整阻尼结构参数.
主要成果:
- 优化的设计实现了1/909的最大层间位移角度,低于1/1000的极限.
- 展示了41.93%的楼层间位移角度下降.
- 显示加速减少了16.27%,层位移减少了6.72%.
结论:
- 基于位移的粘性阻尼器设计有效地减轻了对建筑物的地震影响.
- 该设计符合中国建筑防震设计规范 (GB 50011-2010).
- 结果为建筑项目的地震损失估计提供了有价值的数据.
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