M. L. Romero
- Slenderness limit of the weak axis in the design of rectangular reinforced concrete non-sway columns. In: Engineering Structures, v. 33, n. 4 (April 2011). (2011):
- Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities. In: Journal of Constructional Steel Research, v. 68 (Januar 2012). (2012):
- Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire. In: Engineering Structures, v. 99 (September 2015). (2015):