在移动重质下的连续光束中被动控制:动态响应和实验验证
George D Manolis1, Georgios I Dadoulis1
1Laboratory for Experimental Strength of Materials and Structures, School of Civil Engineering, Aristotle University of Thessaloniki, GR-54124 Thessaloniki, Greece.
Sensors (Basel, Switzerland)
|January 23, 2024
概括
一个调整的质量阻尼器 (TMD) 有效地减少由重移动负载引起的桥梁振动. 这种被动装置作为二级系统,吸收振动能量,证明了其在结构保护方面的潜力.
科学领域:
- 结构工程 结构工程
- 机械工程 机械工程
- 振动分析 振动分析
背景情况:
- 在桥梁上的重动质量会引起依据负载大小,速度和结构性质的振动.
- 无法控制的振动会导致潜在的结构损伤,需要采取缓解策略.
研究的目的:
- 分析调节质量阻尼器 (TMD) 在减少桥梁跨度振动方面的有效性.
- 通过分析和实验方法,研究桥梁和TMD之间的能量传输动态.
主要方法:
- 使用拉格朗的能量平衡公式来推导运动的规律方程.
- 使用拉普拉斯变换来研究振动能量传输的分析解决方案.
- 使用简单支的钢桥模型和重型移动物质进行实验验证.
主要成果:
- TMD显示,桥梁跨度传递到桥梁跨度的振动能量显著减少.
- 时间历史,里埃光谱和光谱图证实了TMD的阻尼作用.
- 实验结果证实了分析预测,并验证了被动方案.
结论:
- 被动调节质量阻尼器 (TMD) 是一种可行且有效的解决方案,用于减轻由移动负载引起的桥梁振动.
- 这项研究证实TMD在吸收振动能量的有效性,从而增强结构完整性.
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