Prediction of seismic-induced bending moment and lateral displacement in closed and open-ended pipe piles: A genetic programming approach-Reference-Cited by-同舟云学术

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Prediction of seismic-induced bending moment and lateral displacement in closed and open-ended pipe piles: A genetic programming approach

Published:2024-12 Issue: Volume:5 Page:100076
ISSN:2666-5441
Container-title:Artificial Intelligence in Geosciences
language:en
Short-container-title:Artificial Intelligence in Geosciences

Author:

Sadik Laith^ORCID,Al-Jeznawi Duaa^ORCID,Alzabeebee Saif^ORCID,Al-Janabi Musab A.Q.^ORCID,Keawsawasvong Suraparb^ORCID

Publisher

Elsevier BV

Reference37 articles.

1. Predicting earned value indexes in residential complexes' construction projects using artificial neural network model;Aidan;Int. J. Intell. Eng. Syst.,2020

2. Response of pipe piles embedded in sandy soils under seismic loads;Al-Jeznawi;Transportation Infrastructure Geotechnology,2023

3. Numerical study of the seismic response of closed-ended pipe pile in cohesionless soils;Al-Jeznawi;Transportation Infrastructure Geotechnology,2023

4. Numerical assessment of pipe pile response under seismic excitation;Al-Jeznawi;Al-Nahrain J. Eng. Sci.,2023

5. Numerical simulations of the seismic response of a RC structure resting on liquefiable soil;Alzabeebee;Buildings,2021

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Novel Explicit Models for Assessing the Frictional Resistance of Pipe Piles Subjected to Seismic Effects;Journal of Safety Science and Resilience;2024-08

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