4.5 Article

A drive-by inspection system via vehicle moving force identification

期刊

SMART STRUCTURES AND SYSTEMS
卷 13, 期 5, 页码 821-848

出版社

TECHNO-PRESS
DOI: 10.12989/sss.2014.13.5.821

关键词

acceleration; bridge; global stiffness; inverse dynamics; road profiles; vehicle-bridge interaction; vehicle forces

资金

  1. 7th European Framework ASSET (Advanced Safety and Driver Support in Efficient Road Transport) project

向作者/读者索取更多资源

This paper presents a novel method to carry out monitoring of transport infrastructure such as pavements and bridges through the analysis of vehicle accelerations. An algorithm is developed for the identification of dynamic vehicle-bridge interaction forces using the vehicle response. Moving force identification theory is applied to a vehicle model in order to identify these dynamic forces between the vehicle and the road and/or bridge. A coupled half-car vehicle-bridge interaction model is used in theoretical simulations to test the effectiveness of the approach in identifying the forces. The potential of the method to identify the global bending stiffness of the bridge and to predict the pavement roughness is presented. The method is tested for a range of bridge spans using theoretical simulations and the influences of road roughness and signal noise on the accuracy of the results are investigated.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.5
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据