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