A new eccentricity-based simulation to generate ultimate confined interaction diagrams for circular concrete columns

DOI10.1016/J.JFRANKLIN.2009.10.005zbMath1372.74046OpenAlexW2000366594MaRDI QIDQ647942

Hayder A. Rasheed, Asad Esmaeily, Ahmed Abd El-Fattah

Publication date: 22 November 2011

Published in: Journal of the Franklin Institute (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.jfranklin.2009.10.005

zbMATH Keywords

eccentric loading finite layer procedure nonlinear section analysis secant stiffness approach

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

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