Lijun Ouyang
- (2024): Assessment of Vertical Dynamic Responses in a Cracked Bridge under a Pedestrian-Induced Load. Dans: Buildings, v. 14, n. 9 (25 août 2024).
- Dynamics of a Pedestrian’s Walking Motion Based on the Inverted Pendulum Model. Dans: International Journal of Structural Stability and Dynamics, v. 18, n. 11 (octobre 2018). (2018):