软土壤基础的地震性能,采用一种新型的组装墙壁调节质量阻尼器
Qi Jiang1, Zhigang Yin1, Hang Yin2
1School of Mining, Liaoning Technical University, Fuxin, China.
PloS one
|May 9, 2024
概括
在调节质量阻尼器 (TMD) 设计中考虑土壤结构相互作用 (SSI) 改善了振动控制. 这项研究通过实验验证了优化的TMD参数,显示SSI显著增强软土壤基础结构的阻尼效应.
科学领域:
- 结构工程 结构工程
- 地质技术工程 地质技术工程
- 控制振动,控制振动.
背景情况:
- 调节质量阻尼器 (TMD) 设计受到土壤结构-TMD合的影响.
- 土壤结构相互作用 (SSI) 对TMD振动控制的有效性至关重要.
- 考虑SSI的现有TMD参数获取方法缺乏实验验证.
研究的目的:
- 实验性地调查SSI对TMD表现的影响.
- 为了验证AI优化的TMD参数,用于新型墙型减压TMD.
- 为了比较设计与不考虑SSI的TMD的减噪效应.
主要方法:
- 设计和实施一个组装的墙壁类型阻尼器TMD.
- 在柔软的土壤基础上进行摇摆桌试验,比较不受控制和受控制的结构.
- 利用一个改进的多种群遗传算法来优化TMD参数.
主要成果:
- 当不考虑SSI时,传统的TMD设计参数被发现是次优的.
- 证实SSI有效地降低了上层结构的动态反应.
- 采用AI优化参数的壁式缓冲TMD显示了显著的缓冲效应.
结论:
- 实验验证证了将SSI纳入TMD设计的重要性.
- 开发的壁式减震TMD为增强的振动控制提供了可行的解决方案.
- 考虑SSI的优化TMD参数导致软土壤基础上的优越结构性能.
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