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