- Experimental analysis on circular concrete-filled steel tubular beam-columns under unequal load eccentricities. Dans: Engineering Structures, v. 259 (mai 2022). (2022):
- Sectional model for the fire evaluation of reinforced concrete columns subjected to biaxial bending. Dans: Engineering Structures, v. 247 (novembre 2021). (2021):
- Effect of steel tube thickness on the behaviour of CFST columns: Experimental tests and design assessment. Dans: Engineering Structures, v. 230 (mars 2021). (2021):
- Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads. Dans: Journal of Constructional Steel Research, v. 176 (janvier 2021). (2021):
- Fire behavior of axially loaded slender high strength concrete-filled tubular columns. Dans: Journal of Constructional Steel Research, v. 67, n. 12 (décembre 2011). (2011):
- Structural response of concrete-filled round-ended stub columns subjected to eccentric loads. Dans: Engineering Structures, v. 184 (avril 2019). (2019):
- Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire. Dans: Engineering Structures, v. 99 (septembre 2015). (2015):
- Influence of Ultra-high Strength Concrete on Circular Concrete-filled Dual Steel Columns. Dans: Structures, v. 9 (février 2017). (2017):
- Ultra-high Strength Concrete on Eccentrically Loaded Slender Circular Concrete-filled Dual Steel Columns. Dans: Structures, v. 12 (novembre 2017). (2017):