This work was financially supported by the National Basic Research Program of China (No. 2015CB057701), the Guangdong Natural Science Foundation (No. 2015A030310141), the Open Fund of Hunan Province Engineering Laboratory of Bridge Structure (CSUST) (No. 16BCX11), and the Graduate Student Research Innovation Project of Hunan Province (CSUST) (No. CX2017BS04). These supports are deeply acknowledged.