FENG Zhouquan1,2,FAN Zhoujian1,2,JING Haokun1,2†,ZHANG Hongyi1,2, CHEN Zhengqing1,2,WAN Tianbao3
[1.Key Laboratory for Wind and Bridge Engineering of Hunan Province(Hunan University), Changsha 410082, China; 2.State Key Laboratory of Bridge Engineering Safety and Resilience (Hunan University), Changsha 410082, China; 3.China Railway Bridge Reconnaissance & Design Institute Co., LTD., Wuhan 430056, China]