WEKO3
アイテム
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三重塔の免震性に関する一考察
https://shinshu.repo.nii.ac.jp/records/3357
https://shinshu.repo.nii.ac.jp/records/33578f861ec1-7e1a-449e-9e60-3874b849652d
名前 / ファイル | ライセンス | アクション |
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https://nagano-nct.repo.nii.ac.jp/?action=repository_action_common_download&item_id=82&item_no=1&attribute_id=22&file_no=1
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Item type | Departmental Bulletin Paper(1) | |||||
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公開日 | 2018-04-01 | |||||
タイトル | ||||||
タイトル | 三重塔の免震性に関する一考察 | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | Study on Aseismic Isolation Characteristics of Traditional Three-storied Wooden Pagoda | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | Study on Aseismic Isolation Characteristics of Traditional Three-storied Wooden Pagoda | |||||
作成者 |
服部, 秀人
× 服部, 秀人× 小林, 清× 菊地, 敏男× 荏本, 孝久× 並木, 厚× 和田, 勝× 古澤, 政己× 大沼, 万孫× 奥田, 暁× 岩楯, 敞広× 島, 坦 |
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作成者(その他言語) |
HATTORI, Hideto
× HATTORI, Hideto× KOBAYASHI, Kiyoshi× KIKUCHI, Toshio× ENOMOTO, Takahisa× NAMIKI, Atsushi× WADA, Masaru× YOSHIZAWA, Masami× OONUMA, Kazuhiko× OKUDA, Satoshi× IWATATE, Takahiro× SHIMA, Hiromu |
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公開者(その他言語) | ||||||
姓名 | 長野工業高等専門学校 | |||||
書誌情報 |
長野工業高等専門学校紀要 en : Memoirs of Nagano National College of Technology 巻 37, p. 77-82, 発行日 2003-06-30 |
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言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 三重塔 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 常時微動 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 振動特性 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 伝統的木造建築物 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 免震 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | TMD | |||||
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 | |||||
アクセス権 | ||||||
アクセス権 | metadata only access | |||||
アクセス権URI | http://purl.org/coar/access_right/c_14cb | |||||
内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | ln order to clarify the vibration characteristics of the traditional wooden pagoda with three-storied of Shinraku-ji temple, the microtremors and the vibration tests by man-powered excitations were carried out before and after repairs of this pagoda. From microtremors, three predominant frequencies and modes were obtained, as 1.5Hz, 2.3Hz and 3.7Hz, respectively. From vibration tests, the damping coefficient of 1st mode frequency of the Pagoda was obtained as about 0.03. Comparing the vibration characteristics of the pagoda before and after repairs, the natural period was slightly increased (7%). Furthermore, the aseismic isolation effect of the center pillar of the pagoda was examined by the method of Tuned Mass Damper (TMD). | |||||
日付 | ||||||
日付 | 2012-05-31 | |||||
日付タイプ | Created | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
資源識別子URI | ||||||
識別子 | http://id.nii.ac.jp/1051/00000079/ | |||||
識別子タイプ | URI | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0286-1909 | |||||
処理レコードID(総合目録DB) | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00179170 | |||||
権利 | ||||||
権利情報 | CC BY-NC-ND | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |