TY  - JOUR 
AU  - Carbonell Márquez, Juan Francisco
AU  - Gil Martín, Luisa María
AU  - Hernández Montes, Enrique
PY  - 2013
SN  - 0143-974X
UR  - http://hdl.handle.net/10481/22588
AB  - In order to design a steel member subjected to a bending moment and an axial load, there are an infinite number of possible solutions of I- or H‐steel cross-sections, the doubly-symmetric solution being just one of them. This paper presents a...
LA  - eng
PB  - Elsevier
KW  - Steel structures
KW  - Structural optimization
KW  - Cross-section class
KW  - Local buckling
KW  - Eurocode 3
TI  - Strength design optimization of structural steel members according to Eurocode3
ER  -