Acknowledgement
This work was supported in part by the Robert M. Moran Professorship and National Science Foundation Grant (CMMI 1612843). The authors would like to thank the organizers of the International Project Competition for Structural Health Monitoring (IPC-SHM 2020), Asia-Pacific Network of Centers for Research in Smart Structures Technology (ANCRiSST), Harbin Institute of Technology (China), and the University of Illinois at Urbana-Champaign (USA) for providing the structural health monitoring data of the long-span bridge. The authors also would like to thank the chairs of IPC-SHM 2020, Prof. Hui Li and Prof. Billie F. Spencer Jr, for their leadership in the competition.
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