A Robotic Automated Solution for Operational Modal Analysis of Bridges with High-Resolution Mode Shape Recovery

被引:2
|
作者
Jian, Xudong [1 ]
Lai, Zhilu [2 ]
Bacsa, Kiran [1 ]
Fu, Yuguang [3 ]
Koh, Chan Ghee [4 ]
Sun, Limin [5 ]
Wieser, Andreas [6 ]
Chatzi, Eleni [6 ]
机构
[1] Singapore ETH Zurich ETH Ctr, Future Resilient Syst, Singapore, Singapore
[2] Hong Kong Univ Sci & Technol Guangzhou HKUST GZ, Internet Things Thrust, Informat Hub, Guangzhou 511457, Peoples R China
[3] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
[4] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
[5] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[6] Swiss Fed Inst Technol, Dept Civil Environm & Geomat Engn, CH-8093 Zurich, Switzerland
基金
新加坡国家研究基金会;
关键词
Structural vibration; Modal identification; Mobile sensing; Wireless sensing; Robot-assisted monitoring; STRUCTURAL DAMAGE IDENTIFICATION; VEHICLE;
D O I
10.1061/JSENDH.STENG-12635
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study presents a robot-assisted solution for the automated identification of bridge frequencies and high-spatial-resolution mode shapes using a minimal number of sensors. The proposed approach employs programmable wheeled robots, whose movement can be remotely controlled, as the mobile platform carrying accelerometers. The output-only frequency domain decomposition (FDD) algorithm is adopted for use with the proposed stop-and-go mobile sensing scheme, resulting in the identification of frequencies and high-resolution mode shapes. The solution was verified via two numerical case studies and was validated on a full-scale test of a footbridge. The results reveal that the frequencies and high-resolution shapes of the excited structural modes are identified successfully using only two accelerometers, confirming the satisfactory practicality and efficiency of the proposed solution.
引用
收藏
页数:13
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