Steel and Composite Structures

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Three dimensional dynamic soil interaction analysis in time domain through the soft computing

  • Han, Bin (School of Civil and Resource Engineering, University of Science and Technology Beijing) ;
  • Sun, J.B. (School of Design and the Built Environment, Curtin University) ;
  • Heidarzadeh, Milad (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Jam, M.M. Nemati (Department of Civil Engineering, K.N. Toosi University of Technology) ;
  • Benjeddou, O. (Prince Sattam bin Abdulaziz University, College of Engineering, Department of Civil Engineering)
  • Received : 2020.01.20
  • Accepted : 2021.08.20
  • Published : 2021.12.10
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Abstract

This study presents a 3D non-linear finite element (FE) assessment of dynamic soil-structure interaction (SSI). The numerical investigation has been performed on the time domain through a Finite Element (FE) system, while considering the nonlinear behavior of soil and the multi-directional nature of genuine seismic events. Later, the FE outcomes are analyzed to the recorded in-situ free-field and structural movements, emphasizing the numerical model's great result in duplicating the observed response. In this work, the soil response is simulated using an isotropic hardening elastic-plastic hysteretic model utilizing HSsmall. It is feasible to define the non-linear cycle response from small to large strain amplitudes through this model as well as for the shift in beginning stiffness with depth that happens during cyclic loading. One of the most difficult and unexpected tasks in resolving soil-structure interaction concerns is picking an appropriate ground motion predicted across an earthquake or assessing the geometrical abnormalities in the soil waves. Furthermore, an artificial neural network (ANN) has been utilized to properly forecast the non-linear behavior of soil and its multi-directional character, which demonstrated the accuracy of the ANN based on the RMSE and R2 values. The total result of this research demonstrates that complicated dynamic soil-structure interaction processes may be addressed directly by passing the significant simplifications of well-established substructure techniques.

Keywords

Acknowledgement

This paper is supported by the National Key Research and Development Program of China (No. 2018YFC0604604, 2018YCF1900603).

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