Haozhen Fang
- (2023): Full-Scale Experimental Study of Shear and Flexural Behavior of 16-m Retired Reinforced Concrete T-Beams. In: Buildings, v. 13, n. 8 (2 August 2023).
- (2022): Interfacial shear and flexural performances of steel–precast UHPC composite beams: Full-depth slabs with studs vs. demountable slabs with bolts. In: Engineering Structures, v. 260 (June 2022).
- (2022): Static behavior of grouped stud shear connectors in steel–precast UHPC composite structures containing thin full-depth slabs. In: Engineering Structures, v. 252 (February 2022).
- (2021): Experimental investigation on shear behavior of high-strength friction-grip bolt shear connectors in steel-precast UHPC composite structures subjected to static loading. In: Engineering Structures, v. 244 (October 2021).
- (2021): Experimental investigation on shear performance of transverse angle shear connectors. In: Structures, v. 33 (October 2021).
Structurae cooperates with
