High performance of the scaled boundary finite element method applied to the inclined soil field in time domain

Lu, Shiqi; Li, Jun; Lin, Gao

doi:10.1016/j.enganabound.2015.01.014

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The Scaled-boundary Finite Element Methods1

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Cited by 17 publications

(2 citation statements)

References 41 publications

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“…3D crack interaction may be analyzed now with SBFEM [70]. Modeling wave propagation in semi-infinite domain is possible to be modeled efficiently with SBFEM, as can be found in [71] in which complex inclined soil field are explained how to be modeled in order to account for SSI. This semi-analytical method is also now being used to solve probabilistic fracture mechanics problems stochastically [72].…”

Section: The Scaled-boundary Finite Element Methodsmentioning

confidence: 99%

2-D soil-structure interaction in time domain by the SBFEM and two non-linear soil models

Rahnema

Mohasseb

JavidSharifi

2016

Soil Dynamics and Earthquake Engineering

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Section: The Scaled-boundary Finite Element Methodsmentioning

confidence: 99%

2-D soil-structure interaction in time domain by the SBFEM and two non-linear soil models

Rahnema

Mohasseb

JavidSharifi

2016

Soil Dynamics and Earthquake Engineering

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“…In addition, it can easily calculate complex heterogeneous foundations [4][5][6]. In the infinite domain modeling, computationally efficient method is proposed [7][8][9], recently there has been a new development [10].…”

Section: Introductionmentioning

confidence: 99%

The Evaluation of Dynamic Response of Reservoir - Gravity Dam-Foundation System Using SBFEM

Liu

Lin

Zhang

et al. 2016

AMM

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The dynamic response of reservoir-gravity dam-foundation interaction is calculated using the scaled boundary finite element method (SBFEM) in frequency domain. The transmitting boundary for the structure-unbounded foundation interaction analysis in frequency domain is used. The lingering effect of the unbounded foundation on the earthquake response of the dam is analyzed. Characteristics of several approximate models developed in the literature are investigated and compared. The results show that the dynamic stress modeled by mass-less foundation overestimate the earthquake response of the dam and the maximum stress considering the effect of the lingering effect is more than that of no lingering effect.

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Analysis of Two-Dimensional Heat Conduction in Anisotropic Problem by Scaled Boundary Finite Element Method

Van

Thongchom²,

Keawsawasvong³

et al. 2022

Computational Intelligence Methods for Green Technology and Sustainable Development

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High performance of the scaled boundary finite element method applied to the inclined soil field in time domain

Cited by 17 publications

References 41 publications

2-D soil-structure interaction in time domain by the SBFEM and two non-linear soil models

2-D soil-structure interaction in time domain by the SBFEM and two non-linear soil models

The Evaluation of Dynamic Response of Reservoir - Gravity Dam-Foundation System Using SBFEM

Analysis of Two-Dimensional Heat Conduction in Anisotropic Problem by Scaled Boundary Finite Element Method

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