Wen Xie 
- (2025): Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces. In: Soil Dynamics and Earthquake Engineering, v. 188 (Januar 2025).
- (2025): Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams. In: Engineering Structures, v. 322 (Januar 2025).
- (2023): Seismic fragility and resilience improvement of conventional bridges supported by double-column piers utilizing shear links. In: Structures, v. 57 (November 2023).
- (2023): Shake table tests and numerical studies on buckling-restrained braces as a seismic resilient measure for reinforced concrete twin-column tall bents. In: Bulletin of Earthquake Engineering, v. 21, n. 12 (August 2023).
- (2023): KCF-Based Identification Approach for Vibration Displacement of Double-Column Bents under Various Earthquakes. In: Structural Control and Health Monitoring, v. 2023 (Februar 2023).
- (2023): Test and simulation on tall reinforced concrete bridge bents with shear links as structural fuses components. In: Soil Dynamics and Earthquake Engineering, v. 173 (Oktober 2023).
- (2023): An experimental study and axial tensile constitutive model of the toughness of PP-SACC for rapid repairs. In: Frontiers in Built Environment, v. 9 (Februar 2023).
- (2023): Design of a networking bolted joints monitoring method based on PZT. In: Smart Materials and Structures, v. 32, n. 6 (21 April 2023).
- (2022): Seismic fragility and loss assessment on earthquake-resilient double-column tall piers with shear links subjected to far-field and near-fault ground motions. In: Structures, v. 45 (November 2022).
- (2022): Fractal dimension characteristics of wind speed time series under typhoon climate. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 229 (Oktober 2022).
- (2022): Study on Mechanical and Microscopic Properties of Fly Ash Cement-Based Materials in High Geothermal Environment. In: Advances in Civil Engineering, v. 2022 (Januar 2022).
- (2022): Application of multi-taper S-transform method in wind coherence estimation. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 222 (März 2022).
- (2021): Experimental and computational assessment of shear beams as earthquake resilient measure for double-column piers supported by pile-group. In: Engineering Structures, v. 242 (September 2021).
- (2021): Extreme estimation of wind pressure with unimodal and bimodal probability density function characteristics: A maximum entropy model based on fractional moments. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 214 (Juli 2021).
- (2021): Evaluation on influences of inertial mass on seismic responses and structure-soil interactions of pile-soil-piers. In: Bulletin of Earthquake Engineering, v. 19, n. 9 (Mai 2021).
- (2021): Assessment and mitigation on near-fault earthquake wave effects on seismic responses and pile-soil interactions of soil-pile-bridge model. In: Soil Dynamics and Earthquake Engineering, v. 143 (April 2021).
- (2021): A maximum entropy model with fractional moments for probability density function estimation of wind pressures on low-rise building. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 208 (Januar 2021).
- (2021): Experimental and numerical investigations on transverse seismic responses of soil-cable-stayed-bridge system subjected to transverse near-fault ground motions. In: Engineering Structures, v. 226 (Januar 2021).
- (2020): Failure simulation and design optimization of bioinspired heterogeneous interfaces by Floquet-based bar-spring model. In: Composite Structures, v. 252 (November 2020).
- (2020): Testing and Numerical Studies on Transverse Responses of Cable-stayed Bridge Full Model under Transverse Non-uniform Excitations. In: Journal of Earthquake Engineering, v. 26, n. 6 (November 2020).
- (2020): Shaking table test verification of traveling wave resonance in seismic response of pile-soil-cable-stayed bridge under non-uniform sine wave excitation. In: Soil Dynamics and Earthquake Engineering, v. 134 (Juli 2020).
- (2019): Full-Model Shaking Table Tests of Seismic Behavior of a Super-Long-Span Cable-Stayed Bridge with Pile Foundations. In: Journal of Bridge Engineering (ASCE), v. 24, n. 11 (November 2019).
- (2019): Evaluation of pile-soil-structure interaction effects on the seismic responses of a super long-span cable-stayed bridge in the transverse direction: A shaking table investigation. In: Soil Dynamics and Earthquake Engineering, v. 125 (Oktober 2019).
- (2017): Seismic response of pile groups supporting long-span cable-stayed bridge subjected to multi-support excitations. In: Soil Dynamics and Earthquake Engineering, v. 101 (Oktober 2017).
- (2019): Experimental assessment of soil–structure interaction effects on a super long-span cable-stayed-bridge with pile group foundations. In: Bulletin of Earthquake Engineering, v. 17, n. 6 (April 2019).
- (2017): Shaking Table Test on a Super Long-span Cable-stayed Bridge Subjected to Spatially Varying Ground Motions. Vorgetragen bei: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.
- (2019): Experimental and numerical verification on effects of inelastic tower links on transverse seismic response of tower of bridge full model. In: Engineering Structures, v. 182 (März 2019).
- (2014): Passive Hybrid System for Seismic Failure Mode Improvement of a Long-Span Cable-Stayed Bridges in the Transverse Direction. In: Advances in Structural Engineering, v. 17, n. 3 (März 2014).
- (2013): Experimental Studies on Seismic Performance of Subsidiary Piers for Long Span Cable-Stayed Bridge with Energy Dissipation. In: Advances in Structural Engineering, v. 16, n. 9 (September 2013).
- (2011): Seismic Damage Control of Long Span Cable-Stayed Bridges by Energy Dissipation Subsidiary Piers. Vorgetragen bei: 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011.
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