Qing Sun 
- (2024): A Control Optimization Model for a Double-Skin Facade Based on the Random Forest Algorithm. Dans: Buildings, v. 14, n. 10 (8 octobre 2024).
- (2024): Numerical Analysis on Flexural Shear Behavior of Reinforced Concrete Beams Strengthened with Fiber-Reinforced Polymer Grid and Engineered Cement Composites. Dans: Buildings, v. 14, n. 8 (23 juillet 2024).
- (2024): Experimental investigation on the seismic performance of square concrete/ECC filled stiffened high-strength steel tubular columns. Dans: Engineering Structures, v. 314 (septembre 2024).
- (2018): Experimental study and theoretical analysis on the ultimate strength of high-strength-steel tubular K-Joints. Dans: Thin-Walled Structures, v. 123 (février 2018).
- (2018): Impact of D/t ratio on circular concrete-filled high-strength steel tubular stub columns under axial compression. Dans: Thin-Walled Structures, v. 132 (novembre 2018).
- (2024): Bayesian uncertainty quantification of modal parameters and RRF identification of transmission towers with limited measured vibration data. Dans: Engineering Structures, v. 308 (juin 2024).
- (2023): Calculating the Nonlinear Stiffness and Ultimate Strength of Tube–Gusset Plate Joints in Circular Hollow Sections. Dans: International Journal of Civil Engineering, v. 22, n. 4 (novembre 2023).
- (2023): Flexural behavior of the corroded RC beams strengthened with BFRP grid-reinforced ECC. Dans: Structures, v. 58 (décembre 2023).
- (2024): Hysteretic performance of circular high-strength concrete-filled double skin steel tubular columns: Experiment. Dans: Marine Structures, v. 93 (janvier 2024).
- (2023): Bayesian Operational Modal Analysis with Interactive Optimization for Model Updating of Large-Size UHV Transmission Towers. Dans: Journal of Structural Engineering (ASCE), v. 149, n. 12 (décembre 2023).
- (2023): Enhanced semi-automated Bayesian modal identification approach for Ultra-high voltage transmission towers. Dans: Structures, v. 57 (novembre 2023).
- (2023): Failure mechanism of a Q690 steel tubular transmission Tower: Full-Scale experiment and numerical simulation. Dans: Engineering Structures, v. 295 (novembre 2023).
- (2024): Development of theoretical model for predicting flexural behavior of GFRP reinforced concrete beams with CFRP grid‐reinforced ECC. Dans: Structural Concrete, v. 25, n. 1 (janvier 2024).
- (2023): Mechanical behavior of CFST strengthened with CFRP grid-reinforced ECC under compression. Dans: Structures, v. 56 (octobre 2023).
- (2022): Experimental and Numerical Study of the Behavior of Concrete-Filled High-Strength Steel Tube Columns with Large D/t Ratio under Axial Compression. Dans: Buildings, v. 12, n. 11 (27 octobre 2022).
- (2023): Evaluation of Controlled Blasting Quality for Rock-Mass Tunneling Based on Multiple Indices. Dans: Journal of Construction Engineering and Management, v. 149, n. 1 (janvier 2023).
- (2022): Evaluating the strength of grade 10.9 bolts subject to multiaxial loading using the micromechanical failure index: MCEPS. Dans: Steel Construction, v. 15, n. 3 (15 juillet 2022).
- (2022): Failure pattern and load distribution mechanism of stiffeners in the tube–gusset plate connection: Testing, numerical modelling and theoretical analysis. Dans: Structures, v. 36 (février 2022).
- (2022): Closed-form solution for dynamic responses of shaft-tunnel junction under uniform P waves. Dans: Underground Space, v. 7, n. 3 (juin 2022).
- (2022): Investigation of vortex-induced vibration of a cable-stayed bridge without backstays based on wind tunnel tests. Dans: Engineering Structures, v. 250 (janvier 2022).
- (2021): Novel double layer BiLSTM minor soft fault detection for sensors in air-conditioning system with KPCA reducing dimensions. Dans: Journal of Building Engineering, v. 44 (décembre 2021).
- (2021): Experimental study of wind pressure fluctuating characteristics and wind load shape factor of long‐span cylinder roof structure. Dans: The Structural Design of Tall and Special Buildings, v. 30, n. 10 (juillet 2021).
- (2021): Bearing capacity and damage behavior of HCFTST columns under cyclic loading. Dans: Structures, v. 32 (août 2021).
- (2019): Experimental and analytical investigation on seismic behavior of Q690 circular high-strength concrete-filled thin-walled steel tubular columns. Dans: The Structural Design of Tall and Special Buildings, v. 28, n. 5 (10 avril 2019).
- (2019): Experimental study on seismic behavior of high-strength circular concrete-filled thin-walled steel tubular columns. Dans: Engineering Structures, v. 182 (mars 2019).
- (2017): Experimental and numerical study on the stability capacity of Q690 high-strength circular steel tubes under axial compression. Dans: International Journal of Steel Structures, v. 17, n. 3 ( 2017).
- (2003): Experimental study of the semi-active control of building structures using the shaking table. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 15 (décembre 2003).
- (2017): Modeling on collapse behaviour of high-rise concrete-filled steel composite frames under over-design seismic excitations. Dans: Structure and Infrastructure Engineering, v. 13, n. 12 (mai 2017).
- (2018): Experimental and numerical study on ultimate behaviour of high-strength steel tubular K-joints with external annular steel plates on chord circumference. Dans: Engineering Structures, v. 165 (juin 2018).
- (2018): Experimental Study on High-Cycle Fatigue Behavior of GFRP-Steel Sleeve Composite Cross Arms. Dans: Advances in Civil Engineering, v. 2018 ( 2018).
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