Dynamic behavior of a base isolated building during earthquakes

Toshiyuki Ishii, Masashi Moteki, Nobuyasu Kawai, Kenji Yasui, Katsuhiko Ishida, Taiji Mazda

研究成果: ジャーナルへの寄稿会議記事査読

3 被引用数 (Scopus)

抄録

Observation of the earthquake response of a base isolated building has been carried out for seven years. This building is a four-story reinforced concrete structure equipped with 25 natural rubber bearings and 12 steel dampers. More than 100 earthquake responses have been recorded. From the statistical study based on these records, the following results are concluded: (1) The response acceleration is sufficiently reduced. (2) The response reduction effect depends on the frequency characteristics of the basement. (3) The maximum response of the base isolated building can be well predicted by the maximum velocity or velocity response spectrum of the basement.

本文言語英語
ページ(範囲)165-170
ページ数6
ジャーナルAmerican Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP
319
出版ステータス出版済み - 1995
外部発表はい
イベントProceedings of the 1995 Joint ASME/JSME Pressure Vessels and Piping Conference - Honolulu, HI, USA
継続期間: 7月 23 19957月 27 1995

!!!All Science Journal Classification (ASJC) codes

  • 機械工学

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