Prediction of Lateral Deflection of Small-Scale Piles Using Hybrid PSO–ANN Model

Author:

Khari MahdyORCID,Jahed Armaghani Danial,Dehghanbanadaki Ali

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference86 articles.

1. Khari, M.; Khairul, A.B.K.; Adnan, A.: Evaluation of kinematic bending moment of piles subjected to seismic motions. In: 9th International Congress on Civil Engineering, Isfahan University of Technology (IUT), Isfahan, Iran

2. Khari, M.; Kassim, A.K.; Adnan, A.; Moayedi, H.: Kinematic bending moment of piles under seismic motions. Asian J. Earth Sci. 7, 1–9 (2014)

3. Khari, M.; Kassim, A.K.; Adnan, A.: The effects of soil–pile interaction on seismic parameters of superstructure. In: Proceedings of the 2nd International Conference on Geotechnique, Construction Materials and Environment (GEOMAT’12), pp. 479–484 (2012)

4. Allotey, N.: Response of single pile in sand to seismic excitation using a coupled Py and Tz approach. In: Advances in Deep Foundations, pp. 1–13 (2005)

5. Rayhani, M.H.; El Naggar, M.H.: Numerical modeling of seismic response of rigid foundation on soft soil. Int. J. Geomech. 8, 336–346 (2008)

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