Article ID Journal Published Year Pages File Type
10288854 Journal of Constructional Steel Research 2005 30 Pages PDF
Abstract
Based on the theoretical model, parametric analysis was performed on the behaviours of the moment (M) versus curvature (ϕ) response, and the lateral load (P) versus lateral displacement (Δ) relationship, as well as the ductility coefficient (μ) for the composite columns. Finally, simplified models for the moment (M) versus curvature (ϕ) response, and the lateral load (P) versus lateral displacement (Δ) relationship are suggested. A formula for the calculation of the ductility coefficient (μ) of the composite columns under constant axial load and cyclically increasing flexural loading is developed.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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