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Journal ArticleDOI

3D viscous-spring artificial boundary in time domain

TLDR
In this paper, a 3D viscous-spring artificial boundary (VSAB) in the time domain is proposed for dynamic soil-structure interaction problems, which can be conveniently incorporated in the general finite element program.
Abstract
After a brief review of studies on artificial boundaries in dynamic soil-structure interaction, a three-dimensional viscous-spring artificial boundary (VSAB) in the time domain is developed in this paper. First, the 3D VSAB equations in the normal and tangential directions are derived based on the elastic wave motion theory. Secondly, a numerical simulation technique of wave motion equations along with the VSAB condition in the time domain is studied. Finally, numerical examples of some classical elastic wave motion problems are presented and the results are compared with the associated theoretical solutions, demonstrating that high precision and adequate stability can be achieved by using the proposed 3D VSAB. The proposed 3D VSAB can be conveniently incorporated in the general finite element program, which is commonly used to study dynamic soil-structure interaction problems.

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Citations
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Journal ArticleDOI

Non-linear seismic responses of tunnels within normal fault ground under obliquely incident P waves

TL;DR: In this article, the authors deduced the formulas of equivalent nodal forces for the 2-D plane P waves with arbitrary incident angles and implemented them into the commercial software ABAQUS.
Journal ArticleDOI

Effective non-reflective boundary for Lamb waves: Theory, finite element implementation, and applications

TL;DR: A modified Lysmer–Kuhlemeyer approach to be used in the NRB design for Lamb wave problems is proposed, which can be effectively and conveniently implemented in commercial finite element (FE) codes.
Journal ArticleDOI

Surface-wave attenuation by periodic pile barriers in layered soils

TL;DR: In this paper, the dispersion relation and attenuation zones for surface waves in a periodic pile and layered soil system were derived based on the periodic theory of solid-state physics.
Journal ArticleDOI

Impact of incident angles of P waves on the dynamic responses of long lined tunnels

TL;DR: In this article, the impact of the incident angle of earthquake motion on the seismic response of the long-lined tunnels is studied, and the formulas of equivalent nodal forces for the plane P wave with arbitrary incident angle are deduced and implemented into the commercial software abaqus.
References
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Book

Quantitative seismology : theory and methods

Keiiti Aki, +1 more
TL;DR: This work has here attempted to give a unified treatment of those methods of seismology that are currently used in interpreting actual data and develops the theory of seismic-wave propagation in realistic Earth models.
Journal ArticleDOI

Finite Dynamic Model for Infinite Media

TL;DR: In this paper, a numerical method for the dynamic analysis of infinite continuous systems is developed, applicable to systems for which all exciting forces and geometrical irregularities are confined to a limited region and is applicable to both transient and steady state problems.
Journal ArticleDOI

Absorbing boundary conditions for difference approximations to the multi-dimensional wave equation

TL;DR: In this paper, the conditions aux limites absorbantes analytiques for multidimensional linear systems were constructed, with l'aide d'approximations aux differences.
Book

Soil-structure-interaction analysis in time domain

John P. Wolf
TL;DR: In this paper, the procedures to perform nonlinear soil-structure-interaction analysis in the time domain are summarized, where the nonlinearity is restricted to the structure and possibly an adjacent irregular soil region.
Journal ArticleDOI

The seismic surface pulse.

TL;DR: This is Contribution No. 132 of the Lamont Geological Observatory of Columbia University, which describes the history of Pendulum Observations at Sea and its implications for modern geology.
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