Wave propagation through poroelastic soil with underground structures via hybrid BEM-FEM

Author:

Basnet Min Bahadur1,Aji Hendrawan D. B.1,Wuttke Frank1,Dineva Petia1

Affiliation:

1. Chair of Geomechanics and Geotechnics; Kiel University; Germany

Publisher

Wiley

Subject

Applied Mathematics,Computational Mechanics

Cited by 6 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. FK-FEM hybrid method for analysis of seismic responses in dislocated mountains;Applied Mathematical Modelling;2024-07

2. 3D structure-soil-structure interaction in an arbitrary layered half-space;Soil Dynamics and Earthquake Engineering;2022-08

3. 3D hybrid model of foundation‐soil‐foundation dynamic interaction;ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik;2021-05-19

4. Spherical Hankel-Based Creep Analysis of Time-Dependent Materials Using Boundary-Element Theories;Journal of Engineering Mechanics;2020-06

5. A hybrid time-domain half-plane FE/BE approach for SH-wave scattering of alluvial sites;Engineering Analysis with Boundary Elements;2019-08

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