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

المؤلفون

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

الكلمات المفتاحية:

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

الملخص

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

التنزيلات

منشور

2024-03-31

كيفية الاقتباس

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). استرجع في من https://journals.nawroz.edu.krd/files/article/view/1068

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