Numerical benchmark for road bridge damage detection from passing vehicles responses applied to four data-driven methods

被引:3
作者
Cantero, Daniel [1 ]
Sarwar, Zohaib [1 ]
Malekjafarian, Abdollah [2 ]
Corbally, Robert [2 ]
Alamdari, Mehrisadat Makki [3 ]
Cheema, Prasad [3 ]
Aggarwal, Jatin [4 ]
Noh, Hae Young [4 ]
Liu, Jingxiao [4 ]
机构
[1] Norwegian Univ Sci & Technol NTNU, Dept Struct Engn, Trondheim, Norway
[2] Univ Coll Dublin, Sch Civil Engn, Struct Dynam & Assessment Lab, Dublin, Ireland
[3] Univ New South Wales UNSW Sydney, Ctr Infrastruct Engn & Safety, Sch Civil & Environm Engn, Sydney, Australia
[4] Stanford Univ, Dept Civil & Environm Engn, Stanford, CA 94305 USA
基金
爱尔兰科学基金会; 澳大利亚研究理事会;
关键词
Indirect monitoring; Damage detection; Vehicle-bridge interaction; Drive-by inspection;
D O I
10.1007/s43452-024-01001-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Drive-by bridge monitoring utilizes measured responses from passing vehicles to perform damage detection of bridge, a methodology challenged by multiple factors and operational conditions. Recently, data-driven methods have been used to improve the accuracy of drive-by monitoring. This thriving research field requires (but lacks) publicly available datasets to improve and validate its monitoring and damage detection capabilities. To foster data-driven drive-by bridge damage assessment methods, this document presents an openly available dataset consisting of numerically simulated vehicle responses crossing a range of bridge spans with various damage conditions. The dataset includes results for different monitoring scenarios, road profile conditions, vehicle models, vehicle mechanical properties and speeds. The intention is to provide a useful resource to the research community that serves as a reference set of results for testing and benchmarking new developments in the field. In addition, four recently published data-driven drive-by methods have been tested using the same dataset.
引用
收藏
页数:27
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