Jiyu Tang 
- (2024): Effect of steel fiber on the compressive performance and microstructure of ultra-high performance concrete at elevated temperatures. Dans: Construction and Building Materials, v. 435 (juillet 2024).
- (2024): Peridynamic simulation of engineered cementitious composites and concrete laminated structure under fatigue loading. Dans: Construction and Building Materials, v. 428 (mai 2024).
- (2024): Investigation on the utilization of fiber clusters recycled from waste HFRP bars in concrete. Dans: Construction and Building Materials, v. 421 (mars 2024).
- (2024): Preference of curing regimes based on fire resistance of ultra-high performance cementitious materials (UHPCM) mixed with fly ash. Dans: Journal of Building Engineering, v. 88 (juillet 2024).
- (2023): Experimental investigation on the flexural performance and damage process of steel fiber reinforced recycled coarse aggregate concrete. Dans: Structures, v. 51 (mai 2023).
- (2023): Study on mechanical properties and microstructure of aluminate cement-based materials incorporating recycled brick powder after exposure to elevated temperatures. Dans: Journal of Building Engineering, v. 70 (juillet 2023).
- (2023): Mechanical properties of seawater-mixed steel fiber reinforced concrete. Dans: Journal of Building Engineering, v. 73 (août 2023).
- (2023): Durability of graphene-modified epoxy vinyl resin served as matrix phase of composite bar in simulated concrete environment. Dans: Journal of Building Engineering, v. 68 (juin 2023).
- (2022): Bond properties between concrete and high ductility cementitious composite with totally recycled fine aggregate. Dans: Construction and Building Materials, v. 357 (novembre 2022).
- (2022): Five-stage tensile constitutive model of hybrid fiber reinforced polymer bar. Dans: Journal of Building Engineering, v. 58 (octobre 2022).
- (2022): Experimental Research on the Mechanical Properties and Autogenous Shrinkage of Precast Members Joint Concrete. Dans: Buildings, v. 12, n. 3 (8 mars 2022).
- (2022): Seismic behavior of corrugated double-skin composite wall (DSCW) with concrete-filled steel tubes: Experimental investigation. Dans: Engineering Structures, v. 252 (février 2022).
- (2022): Trilinear tensile stress–strain constitutive model for high ductility cementitious composite with totally recycle fine aggregate. Dans: Construction and Building Materials, v. 319 (février 2022).
- (2022): Shear behavior analysis and capacity prediction for the steel fiber reinforced concrete beam with recycled fine aggregate and recycled coarse aggregate. Dans: Structures, v. 37 (mars 2022).
- (2022): Design method and experiment verification for hybrid fiber reinforced polymer bars with both tensile ductility and different strength grades. Dans: Journal of Building Engineering, v. 46 (avril 2022).
- (2021): Uniaxial compression performance and stress–strain constitutive model of the aluminate cement-based UHPC after high temperature. Dans: Construction and Building Materials, v. 309 (novembre 2021).
- (2021): Experiment study on tensile properties of steel fiber reinforced mortar exposed to elevated temperatures. Dans: Materials and Structures, v. 54, n. 4 (2 juillet 2021).
- (2021): Diverse angle-length-width model for 3D/4D/5D steel fiber reinforced concrete under tension. Dans: Construction and Building Materials, v. 266 (janvier 2021).
- (2020): Flexural behavior of reinforced concrete one-way slabs strengthened via external post-tensioned FRP tendons. Dans: Engineering Structures, v. 216 (août 2020).
- (2020): Fatigue performance and stress range modeling of SFRC beams with high-strength steel bars. Dans: Engineering Structures, v. 216 (août 2020).
- (2019): Effect of ground granulated blast furnace slag on the properties of calcium sulfoaluminate cement. Dans: Construction and Building Materials, v. 227 (décembre 2019).
- (2017): Effect of high temperature on the bond performance between basalt fibre reinforced polymer (BFRP) bars and concrete. Dans: Construction and Building Materials, v. 141 (juin 2017).
Structurae coopère avec
