[4]Ou Yang, Jinping Ou. Model Updating of Laboratorial Long-span Cable-Stayed Bridge, Proceeding of 6th International Conference on Information Technology: New Generations, ITNG 2009. Las Vegas, NV, United States, 2009, 1697-1700.
[5]Ou Yang, B. F. Spencer, Jinping Ou. The Numeric Simulation for the Dynamic Performance of Semi-rigid Connection Structures by Using Substructure Pseudo-Dynamic Testing Method. Pacific Science Review, 2008, 10(3), 348-352.
[6]Ou Yang, Jinping Ou. Health monitoring data analysis and comparison of prototype and laboratorial model for long-span cable-stayed bridge, Proceeding of Health Monitoring of Structural and Biological Systems 2009, San Diego, CA, United states, 2009, 72952M.
[7]Fengchen Li, Dapeng Wang, Ou Yang et al. Cable tension measurement for cable-stayed bridge considering on the effect of damper. 2009 IEEE International Conference on Mechatronics and Automation, ICMA 2009, Changchun, China, 2009, 2586-2590.
[8]Fengchen Li, Lina Zhang, Ou Yang et al. In plane parametric vibration of horizontal cable in terms of the first two modes composition. Proceedings – International Conference on Electrical and Control Engineering, ICECE 2010, Wuhan, China, 2010, 3823-3825.