Stability of columns with semi-rigid connections including shear effects using Engesser, Haringx and Euler approaches

@inproceedings{AristizabalOchoa2011StabilityOC,
  title={Stability of columns with semi-rigid connections including shear effects using Engesser, Haringx and Euler approaches},
  author={Jose Dario Aristizabal-Ochoa},
  year={2011}
}
Abstract A complete column classification and the corresponding stability equations that can be used to evaluate the elastic critical axial loads of prismatic columns with sidesway uninhibited, partially inhibited, and totally inhibited including the simultaneous effects of bending and shear deformations and semi-rigid connections are presented and derived using three different approaches. The first two approaches are those by Engesser and Haringx that include the shear component of the applied… CONTINUE READING

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