Second order nonlinear inelastic analysis of composite steel-concrete members. II: Applications

Asce-Amer Soc Civil Engineers
Publication Type:
Journal Article
Journal Of Structural Engineering-Asce, 2006, 132 (5), pp. 762 - 771
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In the companion paper, a total Lagrangian finite element (FE) model was formulated for the second order nonlinear inelastic analysis of steel-concrete composite members. This paper describes the implementation of the incremental-iterative procedure for
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