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Mathematical Analysis of Pipelines Located Through Both Liquefied and Non-Liquefied Ground
https://doi.org/10.24517/00065290
https://doi.org/10.24517/00065290ba9d46ad-ffaf-432d-846b-f1968c23999a
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN00044309-22-1-21-30.pdf (310.8 kB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2022-01-27 | |||||
| タイトル | ||||||
| タイトル | Mathematical Analysis of Pipelines Located Through Both Liquefied and Non-Liquefied Ground | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Buried pipeline | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | soil liquefaction | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | mathematical 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 | |||||
| ID登録 | ||||||
| ID登録 | 10.24517/00065290 | |||||
| ID登録タイプ | JaLC | |||||
| 著者 |
Miyajima, Masakatsu
× Miyajima, Masakatsu× Kitaura, Masaru× Kimura, Tetsuo |
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| 著者別表示 |
宮島, 昌克
× 宮島, 昌克× 北浦, 勝 |
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| 書誌情報 |
金沢大学工学部紀要 en : Memoirs of the Faculty of Technology Kanazawa University 巻 22, 号 1, p. 21-30, 発行日 1989-03-25 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0022-832X | |||||
| NCID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00044309 | |||||
| 出版者 | ||||||
| 出版者 | 金沢大学工学部 | |||||
| 出版者（別名） | ||||||
| 出版者 | Faculty of Technology Kanazawa University | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The earthquake damage data in the 1964 Niigata Earthquake and the 1983 Nipponkai-Chubu Earthquake show that the pipeline damage were found near the boundary between the liquefied and non-liquefied areas. In this paper, main factors affecting the pipe failure located through both liquefied and non-liquefied ground are considered in connection with subsidence, buoyancy and seismic motion which is different from the motion of neighboring sites. Formulae obtained by using beam theory are presented and the response characteristics of pipelines are discussed. The results suggest that serious attention should be paid to vibration-induced strains during liquefaction. | |||||
| 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 | |||||
