Dynamic response of an embedded rectangular foundation to antiplane shear waves

Kevin P. Meade*, Leon M. Keer

*Corresponding author for this work

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

The steady state response of a deep, narrow, rectangular foundation to antiplane shear waves is studied. Consideration is given first to the dynamic response of a single rigid line inclusion. This result is used to model a rectangular foundation in a manner similar to Haritos and Keer who studied the problem of a rigid block partially embedded in an elastic half-space. Because the problem is antiplane, the results arrived at for the deep, narrow, rectangular foundation also apply to a shallow, wide, rectangular foundation.

Original languageEnglish (US)
Pages (from-to)249-261
Number of pages13
JournalInternational Journal of Solids and Structures
Volume18
Issue number3
DOIs
StatePublished - 1982

Fingerprint

Anti-plane Shear
Shear waves
dynamic response
Dynamic Response
S waves
Dynamic response
Half-space
Inclusion
Line
half spaces
inclusions
Model

ASJC Scopus subject areas

  • Modeling and Simulation
  • Materials Science(all)
  • Condensed Matter Physics
  • Mechanics of Materials
  • Mechanical Engineering
  • Applied Mathematics

Cite this

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title = "Dynamic response of an embedded rectangular foundation to antiplane shear waves",
abstract = "The steady state response of a deep, narrow, rectangular foundation to antiplane shear waves is studied. Consideration is given first to the dynamic response of a single rigid line inclusion. This result is used to model a rectangular foundation in a manner similar to Haritos and Keer who studied the problem of a rigid block partially embedded in an elastic half-space. Because the problem is antiplane, the results arrived at for the deep, narrow, rectangular foundation also apply to a shallow, wide, rectangular foundation.",
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Dynamic response of an embedded rectangular foundation to antiplane shear waves. / Meade, Kevin P.; Keer, Leon M.

In: International Journal of Solids and Structures, Vol. 18, No. 3, 1982, p. 249-261.

Research output: Contribution to journalArticle

TY - JOUR

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AU - Meade, Kevin P.

AU - Keer, Leon M.

PY - 1982

Y1 - 1982

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AB - The steady state response of a deep, narrow, rectangular foundation to antiplane shear waves is studied. Consideration is given first to the dynamic response of a single rigid line inclusion. This result is used to model a rectangular foundation in a manner similar to Haritos and Keer who studied the problem of a rigid block partially embedded in an elastic half-space. Because the problem is antiplane, the results arrived at for the deep, narrow, rectangular foundation also apply to a shallow, wide, rectangular foundation.

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