Geophysical Journal International · 2002 · 754 citations · 18 references
EngineeringMathematicsComputational MechanicsDynamical SystemsFinite Element MethodsComputational DynamicsDynamic Response AnalysisDynamic Structural ResponseFinite Element DiscretizationFinite Element FormulationVibration AnalysisCanonical FormsComputational ElastodynamicsDeformationDynamic Finite Element FormulationJordan Canonical FormPoint Source TermsPoint Sources
A simple and unified approach is presented to solve both the elasto-dynamic and elasto-static problems of point sources in a multi-layered half-space by using the Thompson-Haskell propagator matrix technique. It is shown that the apparent incompatibility between the two is associated with the degeneracy of the dynamic problem when ω = 0 and both can be handled uniformly using the Jordan canonical forms of matrices. We re-derive the propagator matrices for both the dynamic and static cases. We then show that the dynamic propagator matrix and the solution converge to their static counterparts as ω → 0. Satisfactory static deformation can be obtained numerically using the dynamic solution at near-zero frequency.
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Methods of theoretical physics
Caterina Domenicali · Journal of the Franklin Institute · 1954 · 4.9K citations
Quantitative seismology, theory and methods
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B. Gross · Journal of the Franklin Institute · 1973 · 611 citations