書誌事項
- タイトル別名
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- EARTHQUAKE RESPONSE CHARACTERISTICS OF EQUIVALENT SDOF SYSTEM REDUCED FROM MULTI-STORY ASYMMETRIC BUILDINGS AND PREDICTION OF HIGHER MODE RESPONSES
- タソウ ヘンシン ケンチクブツ ニ オケル トウカ 1 ジユウドケイ ノ ジシン オウトウ トクセイ ト コウジ モード オウトウ ノ ヨソク
この論文をさがす
抄録
Two methods of reducing a single-story asymmetric building under uni-directional earthquake motion to the equivalent single degree of freedom (ESDOF) system, the static and dynamic methods, had been proposed by the authors to improve the capacity spectrum method used in the calculation of response and limit strength provided in the Building Standard Law Enforcement Order of Japan. Both methods are extended to apply for multi-story asymmetric buildings in this paper. For four types of 4 story RC buildings with different eccentricity by arranging multi-story shear walls, the validity of the methods is examined with the earthquake response characteristics of the ESDOF system. An evaluation method of the earthquake response for multi-sotry asymmetric buildings considering the higher mode effect is also proposed.
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 72 (616), 89-96, 2007
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
- 1390282680646125312
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- NII論文ID
- 110006279639
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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
- 8851662
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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
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可