The Simplified Analysis Model about Vertical Nonlinear Responses of Single Pile

@inproceedings{Zhong2005TheSA,
  title={The Simplified Analysis Model about Vertical Nonlinear Responses of Single Pile},
  author={Liu Zhong},
  year={2005}
}
Based on the Beam - on - Winkler - Foundation model, a newer simplified analysis model which can be truthfully reflect the main characteristics of the vertical nonlinear responses of the single pile is put forward. In the paper, the vertical nonlinear acting force of the soil to the pile shift is simulated with the vertical nonlinear springs which have the continuous distribution, while the nonlinear springs restoring force adopt the Bouc - Wen model which described the constitutive relation of… CONTINUE READING