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<研究論文>巨大地震に対する中層免震建物の応答特性
https://kindai.repo.nii.ac.jp/records/7386
https://kindai.repo.nii.ac.jp/records/738677a9d07b-a691-4164-97ad-8dbc6d972259
名前 / ファイル | ライセンス | アクション |
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AN00063799-20141220-0041.pdf (1.6 MB)
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Item type | ☆紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2015-02-02 | |||||
タイトル | ||||||
タイトル | <研究論文>巨大地震に対する中層免震建物の応答特性 | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | <Original Papers>Response characteristic of base isolated mid-rise building for megathrust earthquake | |||||
著者 |
藤井, 大地
× 藤井, 大地× 眞田, 瑞穂× 岡部, 諒× 松本, 慎也× 西, 伸介 |
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言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | Base isolate building, Megathrust earthquake, Long-period ground motion, Seismic response analysis | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
著者(英) | ||||||
en | ||||||
FUJII, Daiji | ||||||
著者(英) | ||||||
en | ||||||
SANADA, Mizuho | ||||||
著者(英) | ||||||
en | ||||||
OKABE, Ryo | ||||||
著者(英) | ||||||
en | ||||||
MATSUMOTO, Shinya | ||||||
著者(英) | ||||||
en | ||||||
NISHI, Shinsuke | ||||||
著者 所属 | ||||||
近畿大学工学部建築学科 | ||||||
著者 所属 | ||||||
近畿大学工学部建築学科 | ||||||
著者 所属 | ||||||
近畿大学大学院システム工学専攻 | ||||||
著者 所属 | ||||||
近畿大学工学部建築学科 | ||||||
著者 所属 | ||||||
(有)西建築設計事務所 | ||||||
著者所属(翻訳) | ||||||
Department of Architecture, Faculty of Engineering Kinki University | ||||||
著者所属(翻訳) | ||||||
Department of Architecture, Faculty of Engineering Kinki University | ||||||
著者所属(翻訳) | ||||||
Graduate School of System Engineering, Kinki University | ||||||
著者所属(翻訳) | ||||||
Department of Architecture, Faculty of Engineering Kinki University | ||||||
著者所属(翻訳) | ||||||
Nishi Architectural Design Office Co., Ltd. | ||||||
版 | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
出版者 名前 | ||||||
出版者 | 近畿大学工学部研究報告 | |||||
書誌情報 |
近畿大学工学部研究報告 en : Research reports of the Faculty of Engineering, Kinki University 号 48, p. 41-46, 発行日 2014-12-01 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0386491X | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | [Abstract] Many high-rise buildings in Tokyo have been vibrated greatly for a long time by the 2011 off the Pacific coast of Tohoku Earthquake. These vibration can be considered as the effect of long-period ground motion. On the other hand, base isolate building is also a structure with long-period similar to the high-rise building. Therefore, in this paper, the safety of a base isolate building for the 2011 off the Pacific coast of Tohoku Earthquake is investigated by the response analysis. A 6-story building with base isolate system is selected as an example of base isolate buildings. This building is modeled by seven mass system with sway spring. The characteristics of the seismic waves obtained big displacement response are analyzed by the spectrum. The safety of the base isolate mid-rise building for megathrust earthquake is considered by these analysis. | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf |