Abstract
In order to reduce the CO2 emission engineers and architects must optimize the use of materials, particularly steel, making an optimal use of it. It is possible to guarantee the strength of the structural element reducing the amount of steel locating it properly at the cross-section and introducing a higher control level at construction site.
Keywords
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References
E. Hernández-Montes, L.M. Gil-Martín, M. Pasadas-Fernández, M. Aschheim, “Theorem of Optimal Reinforcement for Reinforced Concrete Cross Sections”. Structural and Multidisciplinary Optimization”, Vol. 36, 2008, p. 509-521.
Eurocode 3. European Committee for Standarization. prEN1993-1-1. Eurocode 3. Design of steel structures. Part 1.1: General rules and rules for buildings. Brussels; 2005.
Eurocode 4. European Committee for Standarization. prEN1993-1-1. Eurocode 4. Design of composite steel and concrete structures – Part 1-1: General rules and rules for buildings. Brussels; 2004.
J.F. Carbonell-Márquez, L: M. Gil-Martín, E. Hernández-Montes, “Strength design optimization of structural steel members according to Eurocode3 “. Journal of Constructional Steel Research, Vol. 80, 2013, p. 213- 223.
L.M. Gil-Martín, E. Hernández-Montes, M. Aschheim, “Optimal reinforcement of RC columns for biaxial bending“. Materials and Structures/Materiaux Et Constructions, Vol. 43(9), p.1245-1256.
L.M. Gil-Martín, E. Hernández-Montes, M. Aschheim, “Optimization of piers for retaining walls”. Structural and Multidisciplinary Optimization. Vol. 41 (6), June 2010, p. 979-987.
L.M. Gil-Martín, E. Hernández-Montes, M. Shin, M. Aschheim, “Developments in excavation bracing systems”. Tunnelling and Underground Space Technology, Vol. 31, 2012, p. 107-116.
L.M. Gil-Martín, M. Aschheim, E. Hernández-Montes, “Proportioning of Steel Beam-Column Members Based on RSD Optimization Methodology“. Engineering Structures. Vol. 30, 2008, p. 3003-3013.
L.M. Gil-Martín, M. Aschheim, E. Hernández-Montes, ”Proportioning of steel beam-column members based on RSD optimization methodology”. Engineering Structures, Vol. 30(11), 2008, p. 3003-3013.
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