Jianan Qi 
- (2024): Shape memory alloy-reinforced UHPC tube confined bridge piers for enhancing the seismic resistance of highway bridges. In: Engineering Structures, v. 302 (March 2024).
- (2024): Shear strength damage model and damage removal FE modeling of stud shear connectors embedded in UHPC. In: Composite Structures, v. 331 (March 2024).
- (2023): Post-cracking punching shear behavior of concrete flat slabs partially reinforced with full-depth UHPC: Experiment and mechanical model. In: Engineering Structures, v. 275 (January 2023).
- (2022): Estimation of bond strength between UHPC and reinforcing bars using machine learning approaches. In: Engineering Structures, v. 262 (July 2022).
- (2022): Flexural behavior of fire-damaged concrete beams repaired with strain-hardening cementitious composite. In: Engineering Structures, v. 261 (June 2022).
- (2022): Finite element modeling of UHPC slabs with dovetail joints and steel wire mesh using an innovative interfacial treating method. In: Structures, v. 37 (March 2022).
- (2021): Bond strength of reinforcing bars in ultra-high performance concrete: Experimental study and fiber–matrix discrete model. In: Engineering Structures, v. 248 (December 2021).
- (2021): Experimental and theoretical investigations of UHPC-NC composite slabs subjected to punching shear-flexural failure. In: Journal of Building Engineering, v. 44 (December 2021).
- (2019): Flexural behavior of an innovative dovetail UHPC joint in composite bridges under negative bending moment. In: Engineering Structures, v. 200 (December 2019).
- (2018): Static behavior of grouped large headed stud-UHPC shear connectors in composite structures. In: Composite Structures, v. 206 (December 2018).
- (2020): Rotation construction of heavy swivel arch bridge for high-speed railway. In: Structures, v. 26 (August 2020).
- (2020): Flexural behavior of steel-UHPFRC composite beams under negative moment. In: Structures, v. 24 (April 2020).
- (2020): Post-cracking shear behaviour of concrete beams strengthened with externally prestresssed tendons. In: Structures, v. 23 (February 2020).
- (2020): Flexural behavior of an innovative dovetail ultra-high performance concrete joint using steel wire mesh interface treatment in composite bridges. In: Advances in Structural Engineering, v. 23, n. 6 (April 2020).
- (2019): Explicit analytical model for seismic shear strength of RC bridge columns. In: Magazine of Concrete Research, v. 71, n. 18 (September 2019).
- (2021): Effect of sand grain size and fiber size on macro-micro interfacial bond behavior of steel fibers and UHPC mortars. In: Magazine of Concrete Research, v. 73, n. 5 (March 2021).
- (2019): Behavior and strength of headed stud shear connectors in ultra-high performance concrete of composite bridges. In: Frontiers of Structural and Civil Engineering, v. 13, n. 5 (March 2019).
- (2014): Optimization Method and Experimental Study on the Shear Strength of Externally Prestressed Concrete Beams. In: Advances in Structural Engineering, v. 17, n. 4 (April 2014).
- (2019): Static behavior of large stud shear connectors in steel-UHPC composite structures. In: Engineering Structures, v. 178 (January 2019).
- (2018): Pullout behavior of straight and hooked-end steel fibers in UHPC matrix with various embedded angles. In: Construction and Building Materials, v. 191 (December 2018).
- (2018): Flexural response of high-strength steel-ultra-high-performance fiber reinforced concrete beams based on a mesoscale constitutive model: Experiment and theory. In: Structural Concrete, v. 19, n. 3 (June 2018).
- (2017): Shear Strength of UHPFRC Beams: Mesoscale Fiber-Matrix Discrete Model. In: Journal of Structural Engineering (ASCE), v. 143, n. 4 (April 2017).
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