Dynamic torsional impedance of large-diameter pipe pile for offshore engineering: 3D analytical solution

DOI10.1016/j.apm.2022.07.017zbMath1505.74052OpenAlexW4286251965MaRDI QIDQ2110154

Guosheng Jiang, M. Hesham El Naggar, Zongqin Wang, Yunpeng Zhang, Wen-bing Wu, Xiao Yan Yang

Publication date: 21 December 2022

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2022.07.017

zbMATH Keywords

current-induced torsional vibrationpipe pilethree-dimensional answertorsional impedancewind-induced torsional vibration

Mathematics Subject Classification ID

Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of equilibrium problems in solid mechanics (74G10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Dynamics of multibody systems (70E55) Motion of a rigid body with a fixed point (70E17)

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Cites Work

• Analytical model for time history analysis of single pier bridges considering soil-pile structure interaction effects
• Vertical impedance of a tapered pile in inhomogeneous saturated soil described by fractional viscoelastic model
• Behavior of laterally and vertically loaded piles in multi-layered transversely isotropic soils
• Relevance of soil-pile tangential tractions for the estimation of kinematic seismic forces: formulation and setting of a Winkler approach
• A general analytical solution for lateral soil response of non-circular cross-sectional pile segment