应用响应表面校正的有限元模型和贝叶斯神经网络来预测福特公路桥在强风下的动态响应
Yan Liu1, Xiaolin Meng1, Liangliang Hu1
1The Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China.
Sensors (Basel, Switzerland)
|April 13, 2024
概括
本研究比较贝叶斯神经网络 (BNN) 和有限元模型 (FEM) 在风下监测桥梁结构健康状况. BNN模型提供更快,更准确的位移预测,而FEM则为大跨度结构提供更好的解释性.
科学领域:
- 结构工程 结构工程
- 计算力学 计算力学 计算力学
- 数据科学数据科学数据科学
背景情况:
- 数字双胞胎 (DT) 技术对于桥梁结构健康监测至关重要,需要采用结合物理和数据驱动方法的双驱动方法.
- 现有的双驱动方法在大跨度桥梁的应用上是有限的.
- 准确预测强风下的结构反应对于桥梁安全至关重要.
研究的目的:
- 提出和比较两种方法来预测大跨度桥梁在强风下的位移和动态反应:贝叶斯神经网络 (BNN) 和修改后的有限元素模型 (FEM).
- 评估BNN和FEM方法的计算精度,效率,复杂性,可解释性和全面性.
- 整合机器学习和FEM与GNSS和结构健康监测地球观测 (GeoSHM) 进行大跨度桥梁应用.
主要方法:
- 使用贝叶斯推理开发贝叶斯神经网络 (BNN) 模型.
- 使用遗传算法 (GA),多目标优化 (MOO) 和响应表面方法 (RSM) 修改有限元素模型 (FEM).
- 在强风条件下使用福特路桥 (FRB) 的数据对BNN和FEM进行比较分析.
主要成果:
- 与FEM模型 (0.6167和0.6283) 相比,BNN模型实现了Y和Z位移预测的更高R2值 (0.9073和0.7969).
- 在BNN模型显示显著更快的计算 (20秒) 与FEM模型 (5小时).
- FEM模型提供了更高的解释性和预测整个结构的动态响应的能力.
结论:
- 在风力负荷下,BNN模型对大跨度桥梁的位移预测更加准确和高效.
- FEM方法提供了卓越的解释性和全面的结构响应分析.
- 整合BNN和FEM提供了一个有前途的双重驱动方法,用于对大跨度桥梁的稳健结构健康监测.
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