著者
林 理 伊藤 昭浩 阿部 文昭 中村 康一 持田 泰秀
出版者
日本建築学会
雑誌
日本建築学会技術報告集 (ISSN:13419463)
巻号頁・発行日
vol.4, no.6, pp.95-98, 1998
被引用文献数
1 2

Taking into account the earthquake-resistant design standards in effect when the building was designed, new earthquake-resistant design criteria were established for the retrofit, to check the earthquake-resistant safety of the retrofit design. Structural and functional considerations led to a choice of laminated rubber for the isolator material. The results of vibration analysis using a mass system model demonstrated that the earthquake motion input into the building would be reduced substantially by the retrofitwork. It was also shown that the work would substantially meet the earthquake-resistant design criteria. Three-dimensional vibration analysis was also carried out using a solid frame model to calculate the margin of safety of each structural member would be earthquake-resistant.

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国立西洋美術館本館保存免震レトロフィット : 構造設計 https://t.co/2DF9jbmXwU レベル2に対して固有周期が3秒くらいだと、イマドキよりちょっと固い感じ?当時は3秒免震と言われてたから、そういう意味ではとても妥当かな。

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