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Control de secciones mixtas en Estados Límites Ultimos

Medium: journal article
Language(s): es 
Published in: Hormigón y acero, , n. 185, v. 43
Page(s): 49-65

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.

Available from: ACHE - Asociación Española de Ingeniería Estructural
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