Minghong Qiu 
- (2024): Enhancing the flexural performance of concrete beams with 3D-printed UHP-SHCC permanent formwork via graded fiber volume fraction. In: Composite Structures, v. 341 (August 2024).
- (2024): Eccentrically compressed behavior of UHPC columns considering the P-delta effect. In: Engineering Structures, v. 312 (August 2024).
-
: Comparative study on flexural performance of
ultra‐high performance concrete beams reinforced with steel rebar and steel plate. In: Structural Concrete. - (2024): Study on transverse structural performance of large cantilever steel-UHPC composite bridge deck. In: Journal of Constructional Steel Research, v. 217 (June 2024).
- (2024): Interfacial bonding performance of 3D-printed Ultra-High Performance Strain-Hardening Cementitious Composites (UHP-SHCC) and cast normal concrete. In: Journal of Building Engineering, v. 82 (April 2024).
- (2024): Reliability evaluation of flexural capacity design provision for UHPC beams reinforced with steel rebars/prestressing tendons. In: Engineering Structures, v. 300 (February 2024).
- (2024): Development of fully precast lightweight steel–UHPC composite bridge. In: Structural Concrete, v. 25, n. 2 (January 2024).
- (2020): Prediction of tensile response of UHPC with aligned and ZnPh treated steel fibers based on a spatial stochastic process. In: Cement and Concrete Research, v. 136 (October 2020).
- (2023): Negative moment cracking control method of continuous Steel‐Concrete composite girder bridge based on UHPFRC thin layers. In: Structural Concrete, v. 24, n. 2 (April 2023).
- (2023): Development of a novel type of steel‐shell concrete composite tower. In: Structural Concrete, v. 24, n. 3 (April 2023).
- (2022): Field validation of UHPC layer in negative moment region of steel-concrete composite continuous girder bridge. In: Frontiers of Structural and Civil Engineering, v. 16, n. 6 (June 2022).
- (2023): Tensile and flexural tests on ultrahigh performance concrete grouted sleeve connection. In: Structural Concrete, v. 24, n. 1 (February 2023).
- (2022): Flexural strengthening of large-scale damaged reinforced concrete bridge slab using UHPC layer with different interface techniques. In: Structure and Infrastructure Engineering, v. 18, n. 6 (February 2022).
- (2022): Effect of Aspect Ratios of Hooked End and Straight Steel Fibers on the Tensile Strength of UHPFRC. In: Journal of Materials in Civil Engineering (ASCE), v. 34, n. 7 (July 2022).
- (2022): Experimental investigation on flexural and ductile behaviors of rebar‐reinforced ultra‐high‐performance concrete beams. In: Structural Concrete, v. 23, n. 3 (May 2022).
- (2022): Flexural behavior of UHPC joints for precast UHPC deck slabs. In: Engineering Structures, v. 251 (January 2022).
- (2021): Experimental and analytical study of the shear strength and stiffness of studs embedded in high strength concrete. In: Engineering Structures, v. 236 (June 2021).
- (2021): Static and fatigue flexural performance of ultra-high performance fiber reinforced concrete slabs. In: Engineering Structures, v. 231 (March 2021).
- (2020): Full-Scale Experimental Verification of UHPC-RC Composite Slab Culvert with a Clear Span of 8 m. In: Journal of Bridge Engineering (ASCE), v. 25, n. 12 (December 2020).
- (2020): Effect of reinforcement ratio, fiber orientation, and fiber chemical treatment on the direct tension behavior of rebar-reinforced UHPC. In: Construction and Building Materials, v. 256 (September 2020).
- (2020): Experimental investigation on flexural cracking behavior of ultrahigh performance concrete beams. In: Structural Concrete, v. 21, n. 5 (October 2020).
- (2020): Experimental Investigation on Flexural Behavior of Reinforced Ultra High Performance Concrete Low-Profile T-Beams. In: International Journal of Concrete Structures and Materials, v. 14, n. 1 (7 January 2020).
- (2017): In-Plane Elastic Buckling Behavior of Circular Tied Cable-Arches. In: International Journal of Structural Stability and Dynamics, v. 17, n. 8 (October 2017).
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