Non-linear Analysis of Slender High Strength Concrete Column

@article{Fenollosa2019NonlinearAO,
  title={Non-linear Analysis of Slender High Strength Concrete Column},
  author={Ernest Francisco Fenollosa and Ivan Cabrera and Ver{\'o}nica Llopis and Adolfo Alonso},
  journal={Civil Engineering Journal},
  year={2019}
}
This article shows the influence of axial force eccentricity on high strength concrete columns design. The behavior of columns made of normal, middle and high strength concrete with slenderness values between 20 and 60 under an eccentric axial force has been studied. Structural analysis has been developed by means of software which considers both geometrical and mechanical non-linearity. The sequence of points defined by increasing values of axial force and bending moment produced by… 
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