書誌事項
- タイトル別名
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- ESTIMATION OF SEISMIC DEMANDS FOR R/C FRAME STRUCTURES : Procedure to estimate the demand distribution using nonlinear push-over analyses
- テッキン コンクリートゾウ タテモノ ノ ジシン サイダイ オウトウ ノ スイテイ ホウホウ ゼンゾウサイカ カイセキ ニ ヨル サイダイ オウトウ ノ ブンプ ノ ヒョウカ ホウホウ
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説明
In the final stage of a structural design, the response of a structure as designed under a given set of loads and forces must be compared with the performance objectives. In this paper, a simple static analysis procedure is proposed to estimate maximum structural and member response in the seismic design of reinforced concrete (R/C) frame structures. The distribution of story drifts and member ductility demands along the structural height was studied by comparing the results of nonlinear earthquake response analyses and static push-over analyses. The results of two push-over analyses could reasonably estimate the distribution of ductility demands during an earthquake if the story shear distribution in the push-over analyses were taken to be the sum and the difference of the first two modes.
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 69 (576), 119-123, 2004
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
- 1390001205637621632
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- NII論文ID
- 110004092762
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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
- 6848172
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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サーチ
- Crossref
- CiNii Articles
- OpenAIRE
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- 抄録ライセンスフラグ
- 使用不可
