Estimating Max moment and shear exerted on contiguous piles subjected to earthquake using ANN.

Authors

  • Mateen Ibrahim A. Barwari nawroz university
  • Najdat S. Akrawi University of Duhok

Keywords:

: Earth pressure, Seismic, Finite element F.E, Artificial neural network ANN, Contiguous piles, Earthquake, Shear, Moment.

Abstract

Recently the usage of Contiguous piles in many different aspects of construction projects are become more common. Determination of the shear force and moment values exerted on the contiguous piles require extensive analysis and calculations especially when earthquake is to be encountered. ANN mathematical models for calculating this value combining 144 input sets that represent height of excavated (H), ratio of H to the depth of embedment (D), unit weight of retained soil ( ) and angle of internal friction ( ) is presented in this paper. The mathematical models obtained show acceptable regression and deviation. It was found that both shear and moment values subjected on the piles are decreases with the decrease of ( ) and increases with the increase of ( ). The height of excavation (H) was found as the most important input parameter that affects the output values of the models

Published

2024-03-31

How to Cite

Ibrahim A. Barwari, M., & S. Akrawi, N. (2024). Estimating Max moment and shear exerted on contiguous piles subjected to earthquake using ANN. Academic Journal of Nawroz University (AJNU), 13(1). Retrieved from https://journals.nawroz.edu.krd/files/article/view/1068

Issue

Section

Articles