- Investigation of a butterfly-arch stress-ribbon pedestrian bridge under ambient excitation: dynamic identification, FE modelling and parametric optimization. Dans: Procedia Structural Integrity, v. 44 ( 2023). (2023):
- (2022): Dynamic Performance Analysis of a Curved Cable-Stayed Bridge Based on the Direct Method and the Sensitivity-Based Iterative Method. Dans: Advances in Civil Engineering, v. 2022 (janvier 2022).
- An efficient approach to model updating for a multispan railway bridge using orthogonal diagonalization combined with improved particle swarm optimization. Dans: Journal of Sound and Vibration, v. 476 (juin 2020). (2020):
- Dynamic assessment, FE modelling and parametric updating of a butterfly-arch stress-ribbon pedestrian bridge. Dans: Structure and Infrastructure Engineering, v. 18, n. 7 (avril 2022). (2022):
- Dynamic characteristics of a curved steel–concrete composite cable-stayed bridge and effects of different design choices. Dans: Structures, v. 34 (décembre 2021). (2021):
- Comparative assessment of seismic collapse risk for non-ductile and ductile bridges: a case study in China. Dans: Bulletin of Earthquake Engineering, v. 19, n. 15 (novembre 2021). (2021):
- Dynamic Characterization of a Stress Ribbon and Butterfly Arch Pedestrian Bridge Using Wireless Measurements. Présenté pendant: ARCH 2019, 9th International Conference on Arch Bridges, 2-4 October 2019, Porto, Portugal. (2019):
- Linearly Implicit Time Integration Methods for Real-Time Dynamic Substructure Testing. Dans: Journal of Engineering Mechanics (ASCE), v. 136, n. 11 (novembre 2010). (2010):
- (2016): Comparison of Direct and Iterative Methods for Model Updating of a Curved Cable-stayed Bridge Using Experimental Modal Data. Présenté pendant: IABSE Conference: Bridges and Structures Sustainability - Seeking Intelligent Solutions, Guangzhou, China, 8-11 May 2016.
- Effects of initial conditions in operational modal analysis. Dans: Structural Control and Health Monitoring, v. 21, n. 4 (avril 2014). (2014):