Efficient numerical implementation for nonlinear analysis of pile-supported structures during soil liquefaction through adaptive pile element formulations
The structural behavior of pile-supported structures during soil liquefaction is sometimes
insufficiently investigated properly due to the inefficiency in the existing line finite element …
insufficiently investigated properly due to the inefficiency in the existing line finite element …
Innovative Timoshenko soil-pile integrated element for lager diameter laterally-loaded piles considering soil-pile interactions
The large diameter piles (LDP) are designed to provide strong bearing capacity, which
should be carefully analysed to ensure the superstructures' reliability. The conventional …
should be carefully analysed to ensure the superstructures' reliability. The conventional …
Refined three-dimensional pile element formulation for second-order analysis of pile-supported structures accounting for complex loading conditions
The second-order analysis method is a simulation-based design method but less utilized for
pile-supported structures due to the current inaccurate and unstable analysis methods for …
pile-supported structures due to the current inaccurate and unstable analysis methods for …
Efficient numerical algorithms for assessing the mechanical performance of corroded offshore steel sheet piles
Deterioration of offshore steel sheet pile walls subjected to corrosion may significantly affect
the structural performance under serviceability and failure. Most steel corrosion studies …
the structural performance under serviceability and failure. Most steel corrosion studies …
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil-structure interaction
This paper proposes a novel structural analysis approach, the neural networks-based spring
element (NNSE) method, to synergize machine learning (ML) techniques with the line finite …
element (NNSE) method, to synergize machine learning (ML) techniques with the line finite …
Co-rotational formulations for geometrically nonlinear analysis of beam-columns including warping and Wagner effects
The warping effects may predominate in geometrically nonlinear analysis of open cross-
section members. The formulation of conventional beam-column elements incorporating the …
section members. The formulation of conventional beam-column elements incorporating the …
Euler–Bernoulli pile element for nonlinear buckling analysis of single piles in slope
Piles are sometimes unavoidably embedded in slopes for supporting buildings on hills. In
contrast to a pile on a horizontal ground, a pile in slope is acted on by additional sliding …
contrast to a pile on a horizontal ground, a pile in slope is acted on by additional sliding …