Abstract:This paper describes an analytical model for predicting the load-displacement relationship of structures with embedded foundations subjected to horizontal loads. The proposed analytical model uses discrete springs to represent soil resistance (passive resistance, side friction, and base friction) and considers nonlinear behavior using a hyperbolic function based on tests conducted by the authors. A method of estimating the initial tangent modulus of the hyperbola is also presented. Numerical analyses are carri… Show more
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