Second order nonlinear inelastic analysis of composite steel-concrete members. I: Theory

Asce-Amer Soc Civil Engineers
Publication Type:
Journal Article
Journal Of Structural Engineering-Asce, 2006, 132 (5), pp. 751 - 761
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A total Lagrangian finite element (FE) model has been formulated for the nonlinear inelastic analysis of both composite beams and columns. An accurate rotation matrix is used in the position vector analysis and nonlinear strain derivations. The slip betw
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