日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
限界耐力計算による履歴型ダンパー付き建物の応答変形推定法
藤本 利昭稲井 栄一神永 敏幸八ッ繁 公一
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2002 年 8 巻 16 号 p. 117-122

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Along with the revision of the Building Standard Law, the limit strength calculation was introduced as a new method of verifying the safety of structures against earthquakes. In this paper, evaluation method for earthquake response of buildings with hysteretic damper using the response spectrum method by equivalent single-degree-of-freedom model based on limit strength calculation was examined. As a result, in case that the equivalent viscous damping is appropriately evaluated, the maximum displacement response can be predicted by the response spectrum method using proposed evaluation method of equivalent viscous damping.
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© 2002 日本建築学会
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