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Abstract
Bridge optimization can be complex because of the large number of variables involved in the problem. In this paper, two box-girder steel–concrete composite bridge single objective optimizations have been carried out considering cost and CO
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1 Universitat Politècnica de València, Institute of Concrete Science and Technology (ICITECH), Valencia, Spain (GRID:grid.157927.f) (ISNI:0000 0004 1770 5832)
2 Pontificia Universidad Católica de Valparaíso, Escuela de Ingeniería en Construcción, Valparaiso, Chile (GRID:grid.8170.e) (ISNI:0000 0001 1537 5962)