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長周期地震動を考慮した免震建築物 : セミ免震の提案
https://doi.org/10.57375/00000791
https://doi.org/10.57375/00000791ea657f47-3059-4d82-9798-0369bffa49b3
| 名前 / ファイル | ライセンス | アクション |
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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| 公開日 | 2009-04-04 | |||||
| タイトル | ||||||
| タイトル | 長周期地震動を考慮した免震建築物 : セミ免震の提案 | |||||
| タイトル | ||||||
| タイトル | Considerations on Seismic Isolation Building under Long Period Strong Ground Motions : A Proposal of 'Semi-Isolated Building System' | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 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 | |||||
| ID登録 | ||||||
| ID登録 | 10.57375/00000791 | |||||
| ID登録タイプ | JaLC | |||||
| 著者 |
永野, 康行
× 永野, 康行× 田村, 和之× Nagano, Yasuyuki× Tamura, Kazuyuki |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The purpose of this paper is to propose that way of having it as "Semi-Isolated Building System". Initial stiffness of isolated layer is compared with usual isolated structure, and semi-isolated to propose by this paper is set up in stiffer. There is a strong point which can cope with a head periodic area shock, too, after safety can be secured from the aseismatic structure though the maximum acceleration of the superstructure and displacement grow big. Semi-isolated can decrease clearance width though effect on isolated structure is worse than usual isolated structure. The seismic load of semi-isolated was much smaller than aseismatic structure, and it proposed "Semi-Isolated Building System" in a positive light that the number of reinforcing bars of the superstructure could be reduced. | |||||
| 書誌情報 |
福井工業大学研究紀要. 第一部 号 37, p. 157-164, 発行日 2007-05-31 |
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| 出版者 | ||||||
| 出版者 | 福井工業大学 | |||||
| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 2868571 | |||||
| 書誌レコードID | ||||||
| 識別子タイプ | NCID | |||||
| 関連識別子 | TF00009250 | |||||
| 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 | |||||