Robustness evaluation of seismic pile response considering uncertainty mechanism of soil properties

Robustness analysis of the seismic pile response of a structure–pile–soil system with uncertain soil properties and concrete Young’s modulus is presented in this paper. The bounds of the bending moment of a pile are investigated by means of the previously proposed uncertainty analysis method (Updated Reference-Point method) and the newly developed revised method (NURP method). An efficient finite-element model of a structure–pile–soil system with smart displacement functions for connecting elements is adopted and a response spectrum method is applied in the evaluation of the seismic pile responses of the system. Two cases of soil uncertainties resulting from different uncertainty mechanisms are considered. It is shown that the worst combination of uncertain soil parameters can be determined by the NURP method in an accurate manner.