| 掲載雑誌（和）： | 日本地震工学シンポジウム論文集 |
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| Vol： | 11巻 |
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| 年： |
2002年
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| 頁： |
1505-1510頁
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| 著者（和）： |
長谷川 英樹，河村 廣，谷 明勲，瀧澤 重志
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| タイトル（和）： |
崩壊型構造物の地震応答特性－リカレント耐震設計を目指して－
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| 抄録（和）： |
-
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| キーワード（和）： |
リカレント建築，崩壊型構造物，地震応答解析，リカレント耐震設計，安定・崩壊応答領域，固有周期
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| 掲載雑誌（英）： |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| 著者（英）： |
Hideki Hasegawa, Hiroshi Kawamura, Akinori Tani, Atsushi Takizawa
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| タイトル（英）： |
EARTHQUAKE RESPONSE CHARACTERISTICS OF COLLAPSE MODE STRUCTURES ― AIMING FOR RECURRENT EARTHQUAKE－RESISTING DESIGN ―
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| 抄録（英）： |
Recurrent Architecture proposed by the authors for the purpose of adapting to environmental and social circulations is composed of member-reuse-type structures. Joint elements in such structures should play an important role in construction and earthquake resisting design. In this paper, aiming for recurrent earthquake-resisting design, a frame with elastic rotational spring in its joints and with collapse mode is assumed, and its earthquake responses are analyzed under the variation of earthquake and structural parameters. It is planed that the balancing-angle defined by P-delta effect and joint spring constant has a large effect upon earthquake structural responses from stable and collapse ones.
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| キーワード（英）： |
Recurrent Architecture, Collapse Mode Structure, Analysis of Earthquake Response, Recurrent Earthquake-Resisting Design, Response Stable-Collapse Domain, Predominant Period
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| 記事区分： |
-
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| 区分： |
委員会論文集 |
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