Y. Q. Ni
- Train-Induced Dynamic Behavior and Fatigue Analysis of Cable Hangers for a Tied-Arch Bridge Based on Vector Form Intrinsic Finite Element. In: International Journal of Structural Stability and Dynamics, v. 22, n. 12 (May 2022). (2022):
- Variability of measured modal frequencies of a cable-stayed bridge under different wind conditions. In: Smart Structures and Systems, v. 3, n. 3 (July 2007). (2007):
- A vision-based system for dynamic displacement measurement of long-span bridges: algorithm and verification. In: Smart Structures and Systems, v. 12, n. 3-4 (September 2013). (2013):
- Theoretical and experimental modal analysis of the Guangzhou New TV Tower. In: Engineering Structures, v. 33, n. 12 (December 2011). (2011):
- Time synchronization for acceleration measurement data of Jiangyin Bridge subjected to a ship collision. In: Structural Control and Health Monitoring, v. 25, n. 1 (January 2018). (2018):
- Typhoon- and temperature-induced quasi-static responses of a supertall structure. In: Engineering Structures, v. 143 (July 2017). (2017):