桥梁结构健康监测的基于无基准振动的损害识别技术-一个批判性审查和前景
Mohammad Moravvej1, Mamdouh El-Badry2
1T.Y. Lin International Canada Inc., Vancouver, BC V6C 1S4, Canada.
Sensors (Basel, Switzerland)
|February 10, 2024
概括
本研究回顾了用于桥梁结构健康监测 (BSHM) 的基于无基准振动的损伤识别技术 (DIT). 这些方法对于检测损坏至关重要,而不需要关于桥梁完好状态的先前数据,从而提高安全性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
- 振动分析 振动分析
背景情况:
- 桥梁结构健康监测 (BSHM) 对基础设施安全至关重要.
- 早期损害识别是BSHM的一个关键目标.
- 基于振动的损害识别技术 (DIT) 对BSHM有希望.
研究的目的:
- 解释在DIT中排除参考状态的必要性和方法.
- 审查最先进的无基准的基于振动的DIT.
- 引导这些技术在BSHM系统中的应用.
主要方法:
- 在时间或空间领域对振动反应的分析.
- 专注于不需要参考 (无损) 状态的损害识别技术.
- 现有的无参考DIT的审查和摘要.
主要成果:
- 这篇论文详细介绍了如何在没有参考结构状态的情况下进行损害识别.
- 它对当前没有参考的DIT进行了全面的审查.
- 总结了各种技术的优点和缺点.
结论:
- 无参考的DIT对于实际的BSHM是必不可少的,因为大多数现场情况下都没有参考数据.
- 审查提供了关于不同技术适用性的见解.
- 提供了进一步的研究建议.
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