Numerical analysis and design of slender concrete-filled elliptical hollow section columns and beam-columns
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文摘
Concrete-filled elliptical hollow section (CFEHS) beam-columns modelled numerically. Extensive parametric study varying key variables across 360 specimens conducted. Results compared to current Eurocode 4 rules for circular and rectangular members. Current rules are suitable for columns in combined compression and uniaxial bending. Recommend to use buckling curves b and c for columns in axial compression.

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