Francisco Millanes Mato
|Published in:||Hormigón y acero, 4th Quarter 1992, n. 185, v. 43|
Design of composite cross sectins at Ultimate Limit States
General application rules and principles for the design of composite steel-concrete cross sections in bending, given in the EC4, are described. The paper raises the question of consistency and general applicability of this approach in the scope of composite steel-concrete structures.
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