Shaohong Cheng 
- (2023): Sequential neural network model for the identification of magnetorheological damper parameters. In: Smart Materials and Structures, v. 33, n. 1 (Dezember 2023).
- (2022): Semi‐active adaptive control of stay cable vibrations using MR dampers. In: Structural Control and Health Monitoring, v. 29, n. 12 (5 Oktober 2022).
- (2021): Shear stress distribution of unbonded reinforced elastomeric bearings after lift-off occurs. In: Engineering Structures, v. 239 (Juli 2021).
- (2021): Parametric studies on the behaviour of reinforced elastomeric bearings considering the compressibility and extensibility index, shape factor, and lift-off. In: Structures, v. 31 (Juni 2021).
- (2016): Nonlinear model to predict the torsional response of U-shaped thin-walled RC members. In: Structural Engineering and Mechanics, v. 60, n. 6 (Dezember 2016).
- (2021): In-plane modal responses of two-cable networks considering cable bending stiffness effect. In: Engineering Structures, v. 230 (März 2021).
- (2008): Spatial flow structure around a smooth circular cylinder in the critical Reynolds number regime under cross-flow condition. In: Wind & Structures, v. 11, n. 3 (Juni 2008).
- (2020): Multimode vibration control of stay cables using optimized negative stiffness damper. In: Structural Control and Health Monitoring, v. 27, n. 4 (Januar 2020).
- (2014): A two-degree-of-freedom aeroelastic model for the vibration of dry cylindrical body along unsteady air flow and its application to aerodynamic response of dry inclined cables. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 130 (Juli 2014).
- (2006): Impact of using CFRP cables on the dynamic behaviour of cable-stayed bridges. Vorgetragen bei: IABSE Symposium: Responding to Tomorrow's Challenges in Structural Engineering, Budapest, Hungary, 13-15 September 2006.
- (2004): Wind-induced Oscillation of an Inclined Circular Cylinder. Vorgetragen bei: IABSE Symposium: Metropolitan Habitats and Infrastructure, Shanghai, China, 22-24 September 2004.
- (2018): Refined damper design formula for a cable equipped with a positive or negative stiffness damper. In: Structural Control and Health Monitoring, v. 25, n. 10 (Oktober 2018).
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