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Conference article

3 引用 (Scopus)

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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.

元の言語英語
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
出版物ステータス出版済み - 12 1 1995
外部発表Yes
イベントProceedings of the 1995 Joint ASME/JSME Pressure Vessels and Piping Conference - Honolulu, HI, USA
継続期間: 7 23 19957 27 1995

All Science Journal Classification (ASJC) codes

  • Mechanical Engineering

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