Yong C. Wang
- Predicting intumescent coating protected steel temperature in fire using constant thermal conductivity. In: Thin-Walled Structures, v. 98 (Januar 2016). (2016):
- Experimental study on the effects of whole heating cycle on post-fire behavior of restrained high strength structural steel columns. In: Journal of Building Engineering, v. 70 (Juli 2023). (2023):
- An experimental study of I beam-RHS column demountable joints with welded studs. In: Journal of Constructional Steel Research, v. 182 (Juli 2021). (2021):
- Reliability and applications of a new design method for calculating hot-spot stress in CHS double K-joints under arbitrary combined loading. In: Structures, v. 29 (Februar 2021). (2021):
- New model for post-fatigue behaviour of CFRP to concrete bond interface in single shear. In: Composite Structures, v. 163 (März 2017). (2017):
- Postfire Performance of Prestressed Concrete Hollow-Core Floor Systems with Edge Beams. In: Journal of Structural Engineering (ASCE), v. 146, n. 12 (Dezember 2020). (2020):
- Behaviour of axially and rotationally restrained reinforced concrete beams in fire. In: Engineering Structures, v. 213 (Juni 2020). (2020):
- A new method for calculating hot-spot stress in gap DKK CHS joints under arbitrary loading. In: Engineering Structures, v. 210 (Mai 2020). (2020):
- Comparative behaviour of 'I beam- RHS column' joints with and without web weld. In: Journal of Constructional Steel Research, v. 159 (August 2019). (2019):
- Performance Based Fire Engineering Research of Steel and Composite Structures: A Review of Joint Behaviour. In: Advances in Structural Engineering, v. 14, n. 4 (August 2011). (2011):
- Behaviour of steel tube-reinforced concrete flat slab shearhead systems. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 167, n. 11 (November 2014). (2014):
- Explicit modelling of large deflection behaviour of restrained reinforced concrete beams in fire. In: Engineering Structures, v. 121 (August 2016). (2016):
- Static and fatigue behaviour of the bond interface between concrete and externally bonded CFRP in single shear. In: Engineering Structures, v. 97 (August 2015). (2015):
- New Mechanism of Load Introduction into Concrete-Filled Steel Tubular Columns. In: Journal of Structural Engineering (ASCE), v. 142, n. 6 (Juni 2016). (2016):
- Design implications of a new load introduction mechanism into concrete-filled steel tubular columns. In: Structures, v. 6 (Mai 2016). (2016):