A scaled boundary finite element method for soil dynamic impedance of pile groups using hybrid quadtree mesh considering horizontal vibration-Reference-Cited by-同舟云学术

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A scaled boundary finite element method for soil dynamic impedance of pile groups using hybrid quadtree mesh considering horizontal vibration

Published:2023-08 Issue: Volume:153 Page:226-241
ISSN:0955-7997
Container-title:Engineering Analysis with Boundary Elements
language:en
Short-container-title:Engineering Analysis with Boundary Elements

Author:

Zhang Junqi,Wang Piguang,Zhao Mi,Liu Lei,Qu Yanling,Du Xiuli

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Applied Mathematics,Computational Mathematics,General Engineering,Analysis

Reference66 articles.

1. Experimental and computational assessment of shear beams as earthquake resilient measure for double-column piers supported by pile-group;Xie;Eng Struct,2021

2. Existing bridges on pile groups: in-situ measurement of stiffness;Marin;Soil Dyn Earthq Eng,2021

3. Experimental and theoretical study on dynamic stiffness of floating single pile and pile groups in multi-layered soil;Cao;Soil Dyn Earthq Eng,2022

4. Liquefaction-induced lateral load on pile group of wharf system in a sloping stratum: a centrifuge shake-table investigation;Li;Ocean Eng,2021

5. Shaking table tests and parametric analysis of dynamic interaction between soft soil and structure group;Wang;Eng Struct,2022

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2. An explicit-implicit hybrid SBFEM with quadtree mesh for fluid-solid interaction;Engineering Analysis with Boundary Elements;2024-08

3. A SBFEM formula for the mixed-order hexahedron interpolation based on serendipity elements;Engineering Analysis with Boundary Elements;2024-07

4. A flexible mixed-order formula for tetrahedron elements based on SBFEM;Computers and Geotechnics;2024-07

5. An unsplit-field viscoelastic complex-frequency-shifted perfectly matched layer for analysis of transient waves in heterogeneous media based on an efficient voxel element method;Soil Dynamics and Earthquake Engineering;2024-02

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