Fengming Ren
- Long-Term Behavior of FRP-Bar Reinforced Seawater Sea Sand Concrete Beams Under Load Sustaining and Environment Weathering. Dans: International Journal of Civil Engineering, v. 22, n. 3 (octobre 2023). (2023):
- Impact of crumb rubber particle size on the mechanical and microstructure properties of rubberized concrete. Dans: Structural Concrete, v. 24, n. 3 (avril 2023). (2023):
- Lateral force-resisting behavior of GFRP-tube reinforced concrete-filled multicellular steel tubular shear walls under cyclic loads. Dans: Journal of Building Engineering, v. 45 (janvier 2022). (2022):
- Effects of ambient temperature on cyclic response and functional fatigue of shape memory alloy cables. Dans: Journal of Building Engineering, v. 52 (juillet 2022). (2022):
- Crumb rubber as partial replacement for fine aggregate in concrete: An overview. Dans: Construction and Building Materials, v. 343 (août 2022). (2022):
- Flexural behavior and modelling of FRP-bar reinforced seawater sea sand concrete beams exposed to subtropical coastal environment. Dans: Construction and Building Materials, v. 309 (novembre 2021). (2021):
- Hysteretic response and failure behavior of an SMA cable‐based self‐centering brace. Dans: Structural Control and Health Monitoring, v. 29, n. 1 (octobre 2021). (2021):
- Slender FRP-confined steel-reinforced RAC columns under eccentric compression: Buckling behavior and design calculation models. Dans: Engineering Structures, v. 246 (novembre 2021). (2021):
- Behaviour of composite beams with beam-to-girder end-plate connection under hogging moments. Dans: Engineering Structures, v. 235 (mai 2021). (2021):
- Experimental study of hysteretic behavior of semi-rigid frame with a corrugated plate. Dans: Journal of Constructional Steel Research, v. 174 (novembre 2020). (2020):
- Experimental study on seismic performance of CFST frame structures with energy dissipation devices. Dans: Journal of Constructional Steel Research, v. 90 (novembre 2013). (2013):
- Seismic behavior of composite shear walls incorporating concrete-filled steel and FRP tubes as boundary elements. Dans: Engineering Structures, v. 168 (août 2018). (2018):
- Experimental study on seismic performance of concrete-filled steel tabular frame-shear wall structure with buckling-resistant braces. Dans: The Structural Design of Tall and Special Buildings, v. 24, n. 1 (janvier 2015). (2015):