Author:
Qiu Chen,Xie Xiaoli,Yang Chuangjie,Qin Xia,Pang Mulin
Funder
Guangxi Key R & D Plan
Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference15 articles.
1. Asadollahi, P., & Li, J. (2017). Statistical analysis of modal properties of a cable-stayed bridge through long-term wireless structural health monitoring. Journal of Bridge Engineering, 22(09), 04017051. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001093
2. Bruno, J. A. C., Filipe, M., Álvaro, C., & Joaquim, F. (2014). Modal analysis for the rehabilitation assessment of the Luiz I bridge. Journal of Bridge Engineering, 19(12), 05014006–05014011. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000632
3. CCCC highway planning and Design Institute Co., Ltd. (2015). Specifications for design of highway steel bridge: JTG D64-2015 (pp. 21–28). Beijing: People’s Communications Press. in Chinese.
4. Farahmand-Tabar, S., & Barghian, M. (2020). Response control of cable-stayed arch bridge using modified hanger system. Journal of Vibration & Control, 26, 2316–2328. https://doi.org/10.1177/1077546320921635
5. Huang, D. Z. (2012). Vehicle-induced vibration of steel deck arch bridges and analytical methodology. Journal of Bridge Engineering, 17(2), 241–248. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000243