RESPONSE OF STRUCTURES TO A SPATIALLY RANDOM GROUND MOTION.

A. Mita, J. E. Luco

研究成果: Conference contribution

9 被引用数 (Scopus)

抄録

The seismic response of a flexible three-dimensional structure supported on a rigid circular foundation resting on an elastic half-space when subjected to a spatially random free-field ground motion is studied. Results illustrating the effects of spatial randomness are presented for a 10-story building and for a containment building in a nuclear power plant. The effects of spatial randomness include a reduction of the high-frequency components of the translational response along the axis of the structure and the generation of significant rocking and torsional response components which also affect the motion on the perimeter of the structure.

本文言語English
ホスト出版物のタイトルUnknown Host Publication Title
出版社Earthquake Engineering Research Inst
ページ907-918
ページ数12
ISBN(印刷版)0943198070
出版ステータスPublished - 1986 12 1
外部発表はい

出版物シリーズ

名前
2

ASJC Scopus subject areas

  • 工学(全般)

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