書誌事項
- タイトル別名
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- PEAK RESPONSE PREDICTION RULE FOR A SDOF ELASTO-PLASTIC SYSTEM BASED ON EQUIVALENT LINEARIZATION TECHNIQUE
- トウカ センケイカ シュホウ ニ ヨル イチ シツテンダン ソセイ コウゾウ ノ サイダイ オウトウ ヨソクホウ
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説明
This paper proposes a simplified method to predict the peak displacement and base shear of a single-degree-of-freedom nonlinear structure subjected to earthquakes. The method considers bilinear hysteresis, and it can express the peak responses as functions of the dynamic property of the structure and the elastic response spectrum. It is based on equivalent linearization as well as spectrum modification and reduction, reflecting increase in equivalent vibration period and damping ratio. The method is validated through numerous time history analyses over a wide range of elastic vibration period, yield strength, post-yield stiffness, ductility, and earthquake type.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 68 (571), 53-62, 2003
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390282680615322368
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- NII論文ID
- 110004092089
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL書誌ID
- 6707830
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可