2006
DOI: 10.1007/s00024-006-0108-0
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Improvement in the Fault Boundary Conditions for a Staggered Grid Finite-difference Method

Abstract: The staggered grid finite-difference method is a powerful tool in seismology and is commonly used to study earthquake source dynamics. In the staggered grid finite-difference method stress and particle velocity components are calculated at different grid points, and a faulting problem is a mixed boundary problem, therefore different implementations of fault boundary conditions have been proposed. VIRIUEX and MADARIAGA (1982) chose the shear stress grid as the fault surface, however, this method has several pro… Show more

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“…A field discontinuity in domain methods can be represented either explicitly, as through a surface with double nodes on both sides of the interface, with separate degrees of freedom, the Split Nodes (SNs) Method or via an inelastic region that represents the fault, the Stress Glut (SG) Method. The SN method in seismological applications was proposed and implemented in 2‐D FDM by Andrews (1973) and improved and analysed by Day (1982), Virieux & Madariaga (1982), Kase & Day (2006), Miyatake & Kimura (2006) and Dalguer & Day (2007), also for 3‐D problems. Aagaard (1999), Oglesby & Archuleta (2000) and Oglesby et al (2000) extended the SN technique to the FEM, using low‐order finite elements (FEs).…”
Section: Introductionmentioning
confidence: 99%
“…A field discontinuity in domain methods can be represented either explicitly, as through a surface with double nodes on both sides of the interface, with separate degrees of freedom, the Split Nodes (SNs) Method or via an inelastic region that represents the fault, the Stress Glut (SG) Method. The SN method in seismological applications was proposed and implemented in 2‐D FDM by Andrews (1973) and improved and analysed by Day (1982), Virieux & Madariaga (1982), Kase & Day (2006), Miyatake & Kimura (2006) and Dalguer & Day (2007), also for 3‐D problems. Aagaard (1999), Oglesby & Archuleta (2000) and Oglesby et al (2000) extended the SN technique to the FEM, using low‐order finite elements (FEs).…”
Section: Introductionmentioning
confidence: 99%