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3D heterogeneous staggered-grid finite-difference modeling of seismic motion with volume harmonic and arithmetic averaging of elastic moduli and densities
We analyze the problem of a heterogeneous formulation of the equation of motion and
propose a new 3D fourth-order staggered-grid finite-difference (FD) scheme for modeling …
propose a new 3D fourth-order staggered-grid finite-difference (FD) scheme for modeling …
Slope topography effects on ground motion in the presence of deep soil layers
R Tripe, S Kontoe, TKC Wong - Soil Dynamics and Earthquake Engineering, 2013 - Elsevier
An extensive investigation has been made into the interaction between topographic
amplification and soil layer amplification of seismic ground motion. This interaction is …
amplification and soil layer amplification of seismic ground motion. This interaction is …
Seismic ground amplification by unlined tunnels subjected to vertically propagating SV and P waves using BEM
Recent researches have revealed that the seismic ground response above tunnels can be
different from the free-field motion during earthquakes. Nevertheless, to the best of the …
different from the free-field motion during earthquakes. Nevertheless, to the best of the …
Seismic fragility analysis of coupled building‐slope systems
Buildings located on hill slopes are subjected to additional effects under seismic action
compared with those on flat ground. This article presents Incremental Dynamic Analyses of …
compared with those on flat ground. This article presents Incremental Dynamic Analyses of …
Transient analysis of wave propagation problems by half-plane BEM
In this paper, a half-plane time-domain boundary element method (BEM) was presented for
analysing the 2-D scalar wave problems in a homogenous isotropic linear elastic medium …
analysing the 2-D scalar wave problems in a homogenous isotropic linear elastic medium …
Transient SH-wave scattering by the lined tunnels embedded in an elastic half-plane
M Panji, B Ansari - Engineering Analysis with Boundary Elements, 2017 - Elsevier
A direct half-plane time-domain boundary element method (BEM) was developed and
successfully applied to analyze the transient response of ground surface in the presence of …
successfully applied to analyze the transient response of ground surface in the presence of …
The influence of seabed on offshore ground motion
B Chen, B Wang, S Hu, K Bi - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier
The characteristics between offshore and onshore ground motions are different based on
the complex geological structure of the seabed. But the influence of seabed topography on …
the complex geological structure of the seabed. But the influence of seabed topography on …
Effect of twin-parallel tunnels on seismic ground response due to vertically in-plane waves
In this paper, the effects of two long unsupported parallel tunnels on the seismic response of
the ground surface are studied, using the boundary element method in the time-domain. The …
the ground surface are studied, using the boundary element method in the time-domain. The …
Analysing seismic convex topographies by a half-plane time-domain BEM
This paper extends a method, which has been previously called half-plane time-domain
boundary element method (BEM) and successfully applied to 2-D concave topographies, for …
boundary element method (BEM) and successfully applied to 2-D concave topographies, for …
Scattering of elastic spherical P, SV, and SH waves by three-dimensional hill in a layered half-space
Z Ba, J Fu, Y Liu, VW Lee, Y Wang - Soil Dynamics and Earthquake …, 2021 - Elsevier
In this paper, the method of combining indirect boundary element method (IBEM) with the
region-matching technique is used to solve the seismic responses of a three-dimensional …
region-matching technique is used to solve the seismic responses of a three-dimensional …