Abstract: Nonlinear conditions are implemented in the time domain formulation for the dynamic response of pile foundations previously developed by the writers. Both single and group piles subjected to vertical dynamic load are ...

Abstract: A procedure for the time domain analysis of axial single pile response is developed. A time domain soil‐pile interaction force is formulated through a simple mechanical idealization of the soil medium, developed from the ...

Abstract: Adopting a Winkler assumption, a simple mechanical soil model is developed for the flexural response analysis of dynamically loaded piles. The model is defined by examining a frequency‐domain analytical expression obtained ...

Abstract: A procedure for the time‐domain analysis of axial pile group response is developed. A pile‐soil‐pile interaction force is formulated in the time‐domain based on a previously developed dynamic, frequency‐domain Winkler model ...

Abstract: A rational dynamic soil‐pile interaction model is presented. The model is developed adopting Winkler's hypothesis with a special attention to the conditions in which the strong nonlinearity is induced in the vicinity of ...