Dynamic response of a square foundation embedded in an elastic half-space

Akira Mita, J. Enrique Luco

研究成果: Article査読

40 被引用数 (Scopus)

抄録

A hybrid approach is used to obtain the dynamic response of rigid square foundations embedded in an elastic half-space. The results are presented for excitations in the form of in an elastic half-space. The results are presented for excitations in the form of external forces and moments as well as for the case of plane elastic waves impinging on the foundation from different angles. The results are validated by comparison with results obtained by other methods and for other geometries. In particular, it is found that the response of an embedded square foundation can be approximated by that of a cylindrical foundation with an equivalent circular base and the same embedment depth.

本文言語English
ページ(範囲)54-67
ページ数14
ジャーナルSoil Dynamics and Earthquake Engineering
8
2
DOI
出版ステータスPublished - 1989 4月
外部発表はい

ASJC Scopus subject areas

  • 土木構造工学
  • 地盤工学および土木地質学
  • 土壌科学

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