Quansheng Yan 
- (2024): Experimental Study on the Mechanical Properties of Reactive Powder Concrete Ultra-Thin Precast Slab for Bridge I-Beam Joints. In: Buildings, v. 14, n. 12 (18 Dezember 2024).
- (2025): Theoretical and FEA study on shear performance of novel shear connectors. In: Journal of Constructional Steel Research, v. 225 (Februar 2025).
- (2024): Study on Mechanical Properties and Safety of Ultra-Thin Reactive Powder Concrete Prefabricated Slabs Applied to I-Beam Joints of Bridges. In: Buildings, v. 14, n. 11 (22 Oktober 2024).
- (2024): Average Compressive Stress–Strain Curves of Steel Plates for Bridges Under Axial Longitudinal Compression. In: International Journal of Steel Structures, v. 24, n. 5 (Oktober 2024).
- (2024): Study of Causes and Preventive Measures of the Support System Settlement Accident during Cast-In-Situ Bridge Construction: A Case Study. In: Journal of Bridge Engineering (ASCE), v. 29, n. 3 (März 2024).
- (2023): A New Analytical Method for Link Slab Analysis. In: KSCE Journal of Civil Engineering, v. 28, n. 2 (Dezember 2023).
- (2022): Experimental and Mechanical Behavior of Rubber-Sleeved Group Studs. In: KSCE Journal of Civil Engineering, v. 26, n. 9 (1 August 2022).
- (2012): Modal identification of Canton Tower under uncertain environmental conditions. In: Smart Structures and Systems, v. 10, n. 4-5 (Oktober 2012).
- (2022): Experimental and Numerical Research on Uplift-Restricted and Slip-Permitted Screw-Shaped Connectors. In: International Journal of Steel Structures, v. 22, n. 1 (7 Januar 2022).
- (2021): Progressive-models method for evaluating interactive stability of steel box girders for bridges – Extension of progressive collapse method in ship structures. In: Structures, v. 33 (Oktober 2021).
- (2021): Stability analysis of pedestrian-induced large lateral vibration on a footbridge. In: Structure and Infrastructure Engineering, v. 17, n. 3 (März 2021).
- (2020): A Novel Artificial Bee Colony Algorithm for Structural Damage Detection. In: Advances in Civil Engineering, v. 2020 (Januar 2020).
- (2018): Effects of Stochastic Excitation and Phase Lag of Pedestrians on Lateral Vibration of Footbridges. In: International Journal of Structural Stability and Dynamics, v. 18, n. 7 (Juli 2018).
- (2019): A novel smartphone-based evaluation system of pedestrian-induced footbridge vibration comfort. In: Advances in Structural Engineering, v. 22, n. 7 (Januar 2019).
- (2015): Experimental Study on Prestress Loss of Short Tendons Applied in the Cable-Stayed Bridge PC Pylon. In: International Journal of Structural and Civil Engineering Research, v. 4, n. 3 ( 2015).
- (2004): Load Capacity Analysis for Concrete-Filled-Steel-Tube Arch Bridge. Vorgetragen bei: IABSE Symposium: Metropolitan Habitats and Infrastructure, Shanghai, China, 22-24 September 2004.
- (2017): Test and Simulation of Pedestrian-induced Vibrations in a Double-arch Footbridge with Curved Girder. Vorgetragen bei: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.
- (2017): Construction monitoring and control for Jiaomen River arch bridge in Guangzhou. Vorgetragen bei: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.
- (2016): Study on the System Reliability of Steel-Concrete Composite Beam Cable-stayed Bridge. In: The Open Civil Engineering Journal, v. 10, n. 1 (Dezember 2016).
- (2016): The Bayesian Forecasting of the Bridge Deflection Based on Constant Mean Discount Model. In: The Open Civil Engineering Journal, v. 9, n. 1 (März 2016).
- (2016): Reliability Estimation of Existing Concrete Bridge Based on Bayesian Dynamic Model. In: The Open Civil Engineering Journal, v. 9, n. 1 (März 2016).
- (2018): Finite Element Model Updating in Bridge Structures Using Kriging Model and Latin Hypercube Sampling Method. In: Advances in Civil Engineering, v. 2018 ( 2018).
- (1999): Construction control practice for Panyu Cable-stayed bridge. Vorgetragen bei: IABSE Conference: Cable-Stayed Bridges - Past, Present and Future, Malmö, Sweden, 2-4 June 1999.
Structurae kooperiert mit
