Response of a circular foundation on a uniform half‐space to elastic waves

J. E. Luco, A. Mita

研究成果: Article査読

69 被引用数 (Scopus)

抄録

An alternative technique to obtain the dynamic response of a massless rigid circular foundation resting on a uniform elastic half‐space when subjected to harmonic plane waves is presented. The technique relies on the use of an integral representation involving the free‐field ground motion and the contact tractions obtained in the course of calculating the dynamic force–displacement relationship of the foundation for external forces. Tables listing the translational and rotational components of the response of the foundation for non‐vertically incident SH, P, SV and Rayleigh waves are presented.

本文言語English
ページ(範囲)105-118
ページ数14
ジャーナルEarthquake Engineering & Structural Dynamics
15
1
DOI
出版ステータスPublished - 1987 1月
外部発表はい

ASJC Scopus subject areas

  • 地盤工学および土木地質学
  • 地球惑星科学(その他)

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