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Boundary element approach to the dynamic stiffness functions of circular foundations - MaRDI portal

Boundary element approach to the dynamic stiffness functions of circular foundations (Q3034972)

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Boundary element approach to the dynamic stiffness functions of circular foundations
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    Boundary element approach to the dynamic stiffness functions of circular foundations (English)
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    1989
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    time harmonic axisymmetric problems
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    complete space point load fundamental solution
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    layered viscoelastic soils
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    uniform half-space
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    soil layer on a half-space
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    soil consisting of four horizontal layers and a compliant half-space
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