Xin Nie 
- (2024): Steel-concrete-steel sandwich composite structures: A review. In: Engineering Structures, v. 302 (März 2024).
- (2023): Structural performance assessment of RC flexural members through crack-based fibre beam-column model updating. In: Computers & Structures, v. 281 (Juni 2023).
- (2023): Tensile behaviour of transverse reinforcement with different connection methods in single steel-plate concrete composite structures. In: Structures, v. 51 (Mai 2023).
- (2022): Static and fatigue behaviors of corroded stud connectors in weathering steel–concrete composite beams. In: Engineering Structures, v. 272 (Dezember 2022).
- (2018): Seismic Performance of Composite Inverted Pendulum Light Railway Station. Vorgetragen bei: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018.
- (2020): Seismic performance of a novel interior precast concrete beam-column joint using ultra-high performance concrete. In: Engineering Structures, v. 222 (November 2020).
- (2020): Seismic performance and shear strength of coupling beams using engineered cementitious composites with different reinforcement layouts. In: Engineering Structures, v. 219 (September 2020).
- (2020): Structural performance of slabs in composite box girder considering compressive membrane action. In: Engineering Structures, v. 212 (Juni 2020).
- (2019): Selected series method on buckling design of stiffened steel-concrete composite plates. In: Journal of Constructional Steel Research, v. 161 (Oktober 2019).
- (2018): Seismic performance evaluation of an infilled rocking wall frame structure through quasi-static cyclic testing. In: Earthquake Engineering and Engineering Vibration, v. 17, n. 2 (April 2018).
- (2019): Triaxial Concrete Constitutive Model for Simulation of Composite Plate Shear Wall–Concrete Encased: THUC3. In: Journal of Structural Engineering (ASCE), v. 145, n. 9 (September 2019).
- (2019): Ultimate torsional capacity of steel tube confined reinforced concrete columns. In: Journal of Constructional Steel Research, v. 160 (September 2019).
- (2015): Study of GFRP Steel Buckling Restraint Braces. In: Journal of Composites for Construction, v. 19, n. 6 (Dezember 2015).
- (2018): Ultimate limit design of composite beams with modular GFRP deck and steel girder. In: Engineering Structures, v. 176 (Dezember 2018).
- (2018): Stability and Adequate Bracing Design of Pretensioned Cable-Braced Inverted-Y-Shaped Ferris Wheel Support System Using Matrix Structural Second-Order Analysis Approach. In: Journal of Structural Engineering (ASCE), v. 144, n. 10 (Oktober 2018).
- (2017): Whole-process crack width prediction of reinforced concrete structures considering bonding deterioration. In: Engineering Structures, v. 142 (Juli 2017).
- (2017): Seismic performance of a two-story unsymmetrical reinforced concrete building under reversed cyclic bi-directional loading. In: Engineering Structures, v. 145 (August 2017).
- (2017): A study on the simulation method for fatigue damage behavior of reinforced concrete structures. In: Engineering Structures, v. 150 (November 2017).
- (2016): Structural integrity of steel plate ultra high-performance concrete modules. In: Journal of Structural Integrity and Maintenance, v. 1, n. 3 (Juli 2016).
- (2018): Simplified Design Method for the Shear Capacity of Steel Plate Shear-Strengthened Reinforced-Concrete Beams. In: Journal of Bridge Engineering (ASCE), v. 23, n. 11 (November 2018).
- (2015): Uplift-Restricted and Slip-Permitted T-Shape Connectors. In: Journal of Bridge Engineering (ASCE), v. 20, n. 4 (April 2015).
- (2016): Structural Performance and Strength Prediction of Steel-to-Concrete Box Girder Deck Transition Zone of Hybrid Steel-Concrete Cable-Stayed Bridges. In: Journal of Bridge Engineering (ASCE), v. 21, n. 11 (November 2016).
- (2018): Seismic performance of a novel precast concrete beam-column connection using low-shrinkage engineered cementitious composites. In: Construction and Building Materials, v. 192 (Dezember 2018).
- (2017): The Seismic performance of a reinforced concrete frame equipped with a double-stage yield buckling restrained brace. In: The Structural Design of Tall and Special Buildings, v. 26, n. 4 (März 2017).
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