Digital Twins-Based Impact Response Prediction of Prestressed Steel Structure

被引:9
|
作者
Liu, Zhansheng [1 ,2 ]
Yuan, Chao [1 ,2 ]
Sun, Zhe [1 ,2 ]
Cao, Cunfa [1 ,2 ]
机构
[1] Beijing Univ Technol, Fac Architecture Civil & Transportat Engn, Beijing 100124, Peoples R China
[2] Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
基金
中国国家自然科学基金;
关键词
digital twins; machine learning; impact response; prediction analysis; prestressed steel structure; RELIABILITY-ANALYSIS; NEURAL-NETWORKS; MAINTENANCE; OPERATION; CAPACITY;
D O I
10.3390/s22041647
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
Civil infrastructure O&M requires intelligent monitoring techniques and control methods to ensure safety. Unfortunately, tedious modeling efforts and the rigorous computing requirements of large-scale civil infrastructure have hindered the development of structural research. This study proposes a method for impact response prediction of prestressed steel structures driven by digital twins (DTs) and machine learning (ML). The high-fidelity DTs of a prestressed steel structure were constructed from the perspective of both a physical entity and virtual entity. A prediction of the impact response of prestressed steel structure's key parts was established based on ML, and a structure response prediction of the parts driven by data was realized. To validate the effectiveness of the proposed prediction method, the authors carried out a case study in an experiment of a prestressed steel structure. This study provides a reference for fusion applications with DTs and ML in impact response prediction and analysis of prestressed steel structures.
引用
收藏
页数:21
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