Zhengyi Kong 
- (2024): Experimental Study on the Bonding Performance between Shaped Steel and High-Strength Concrete. In: Buildings, v. 14, n. 6 (19 Juni 2024).
- (2024): Effect of waste oyster shell powder on the micro- and macroproperties and sustainable performance of cement-based materials. In: Journal of Building Engineering, v. 92 (September 2024).
- (2024): Experimental and numerical investigation on the buckling behavior of corroded CST under axial compression. In: Structures, v. 62 (April 2024).
- (2024): Mechanical performance of Q345 steel after corrosion: Experimental and theoretical investigation. In: Structures, v. 62 (April 2024).
- (2024): Residual stress distribution model of high strength steel welded channel section. In: Structures, v. 60 (Februar 2024).
- (2023): A novelty method for monitoring the corrosion extent of steel plates based on Lamb wave. In: Journal of Civil Structural Health Monitoring, v. 14, n. 2 (Oktober 2023).
- (2023): Experimental and numerical study of residual stresses in 550 MPa high strength steel welded angle sections. In: Structures, v. 56 (Oktober 2023).
- (2023): Local buckling of high strength steel welded cruciform-section columns under axial compression. In: Structures, v. 56 (Oktober 2023).
- (2023): A dual attention network for automatic metallic corrosion detection in natural environment. In: Journal of Building Engineering, v. 75 (September 2023).
- (2023): Experimental and numerical study on the shear lag behavior of l-shaped double-steel-plate composite shear wall. In: Structures, v. 47 (Januar 2023).
- (2022): Degradation Behavior of the Preload Force of High-Strength Bolts after Corrosion. In: Buildings, v. 12, n. 12 (1 Dezember 2022).
- (2022): Experimental and theoretical analysis on shear behavior of RC beams reinforced with GFRP stirrups. In: Structures, v. 46 (Dezember 2022).
- (2022): Residual stresses of 550 MPa high strength steel welded cruciform sections: Experimental and numerical study. In: Structures, v. 44 (Oktober 2022).
- (2022): Experimental and theoretical study on flexural behavior of high strength concrete encased steel beams with steel fibers. In: Structures, v. 41 (Juli 2022).
- (2021): Experimental study on bearing capacity of corroded high-strength bolt connections under shear force. In: Construction and Building Materials, v. 309 (November 2021).
- (2021): A channel attention based deep neural network for automatic metallic corrosion detection. In: Journal of Building Engineering, v. 42 (Oktober 2021).
- (2021): Numerical simulation for structural behaviour of stainless steel web cleat connections. In: Journal of Constructional Steel Research, v. 183 (August 2021).
- (2021): Finite element simulation of normal – Strength CFDST members with shear connectors under bending loading. In: Engineering Structures, v. 238 (Juli 2021).
- (2021): Seismic behavior of PVC-CFRP confined reinforced concrete columns: An experimental study. In: Structures, v. 32 (August 2021).
- (2020): New equations for predicting initial stiffness and ultimate moment of flush end-plate connections. In: Journal of Constructional Steel Research, v. 175 (Dezember 2020).
- (2021): Experimental study on the flexural behavior of flat steel-concrete composite beam. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 48, n. 9 (September 2021).
- (2018): Experimental study on PVC-CFRP confined concrete columns under low cyclic loading. In: Construction and Building Materials, v. 177 (Juli 2018).
- (2019): Local buckling of 800 MPa high strength steel welded T-section columns under axial compression. In: Engineering Structures, v. 194 (September 2019).
- (2019): A model for ultimate bearing capacity of PVC-CFRP confined concrete column with reinforced concrete beam joint under axial compression. In: Construction and Building Materials, v. 214 (Juli 2019).
- (2016): Numerical estimation of the initial stiffness and ultimate moment capacity of single-web angle connections. In: Journal of Constructional Steel Research, v. 121 (Juni 2016).
- (2017): Residual stress of 800MPa high strength steel welded T section: Experimental study. In: Journal of Constructional Steel Research, v. 131 (April 2017).
- (2017): Moment-rotation behavior of top-and seat-angle connections with double web angles. In: Journal of Constructional Steel Research, v. 128 (Januar 2017).
- (2018): Numerical estimation for initial stiffness and ultimate moment of T-stub connections. In: Journal of Constructional Steel Research, v. 141 (Februar 2018).
- (2018): Experimental study on the residual stresses of 800 MPa high strength steel welded box sections. In: Journal of Constructional Steel Research, v. 148 (September 2018).
- (2017): Numerical Estimation for Initial Stiffness and Ultimate Moment of Top-Seat Angle Connections without Web Angle. In: Journal of Structural Engineering (ASCE), v. 143, n. 10 (Oktober 2017).
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