WEKO3
インデックスリンク
アイテム
{"_buckets": {"deposit": "dc79708a-e25d-4aae-a582-c8b099dbc3aa"}, "_deposit": {"created_by": 3, "id": "59018", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "59018"}, "status": "published"}, "_oai": {"id": "oai:kanazawa-u.repo.nii.ac.jp:00059018", "sets": ["1027"]}, "author_link": ["92299", "28", "69332", "9906"], "item_7_biblio_info_8": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1983-03-30", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "1", "bibliographicPageEnd": "24", "bibliographicPageStart": "17", "bibliographicVolumeNumber": "16", "bibliographic_titles": [{"bibliographic_title": "金沢大学工学部紀要"}, {"bibliographic_title": "Memoirs of the Faculty of Technology Kanazawa University", "bibliographic_titleLang": "en"}]}]}, "item_7_creator_34": {"attribute_name": "著者別表示", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "北浦, 勝"}], "nameIdentifiers": [{"nameIdentifier": "9906", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "70026269", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=70026269"}, {"nameIdentifier": "70026269", "nameIdentifierScheme": "研究者番号", "nameIdentifierURI": "https://nrid.nii.ac.jp/nrid/1000070026269"}]}, {"creatorNames": [{"creatorName": "宮島, 昌克"}], "nameIdentifiers": [{"nameIdentifier": "28", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "70143881", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=70143881"}, {"nameIdentifier": "70143881", "nameIdentifierScheme": "金沢大学研究者情報", "nameIdentifierURI": "http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=70143881"}, {"nameIdentifier": "70143881", "nameIdentifierScheme": "研究者番号", "nameIdentifierURI": "https://nrid.nii.ac.jp/nrid/1000070143881"}]}]}, "item_7_description_21": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": " This paper deals with vibrating tests using a rubber pipe model in liquefaction process. Pipe strain characteristics during liquefaction are investigated and a procedure for mitigating the damages due to liquefaction is given. In the past earthquakes a number of heavy damages have been caused not only by seismic wave propagation but also by ground failure such as liquefaction, landslide and faults. Liquefaction-induced dynamic behaviour and the failure criteria of the buried pipeline, however, have not been made clear. Therefore, it is important to understand the dynamic response of the buried pipeline and to consider how to prevent those damages. \n Experiments were performed using the pipe whose one end was fixed, which was the model of a pipeline connected to a building. They provided fundamental strain characteristics; accumulated residual and vibrating strains concentrated remarkably near the fixed end. In addition, the accumulated residual strains were found to be much larger than the vibrating strains near the fixed end. Furthermore the model ground near the fixed end of the pipe was improved by compaction. Sand compaction reduced the accumulated residual strains, however, it caused the large vibrating strains at the boundary between a loose and a dense sand stratum. ", "subitem_description_type": "Abstract"}]}, "item_7_identifier_registration": {"attribute_name": "ID登録", "attribute_value_mlt": [{"subitem_identifier_reg_text": "10.24517/00065280", "subitem_identifier_reg_type": "JaLC"}]}, "item_7_publisher_17": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "金沢大学工学部"}]}, "item_7_publisher_19": {"attribute_name": "出版者(別名)", "attribute_value_mlt": [{"subitem_publisher": "Faculty of Technology Kanazawa University"}]}, "item_7_source_id_11": {"attribute_name": "NCID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00044309", "subitem_source_identifier_type": "NCID"}]}, "item_7_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0022-832X", "subitem_source_identifier_type": "ISSN"}]}, "item_7_version_type_25": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_version_resource": "http://purl.org/coar/version/c_970fb48d4fbd8a85", "subitem_version_type": "VoR"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Kitaura, Masaru"}], "nameIdentifiers": [{"nameIdentifier": "92299", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "70026269", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=70026269"}]}, {"creatorNames": [{"creatorName": "Miyajima, Masakatsu"}], "nameIdentifiers": [{"nameIdentifier": "69332", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "70143881", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=70143881"}, {"nameIdentifier": "70143881", "nameIdentifierScheme": "金沢大学研究者情報", "nameIdentifierURI": "http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=70143881"}, {"nameIdentifier": "70143881", "nameIdentifierScheme": "研究者番号", "nameIdentifierURI": "https://nrid.nii.ac.jp/nrid/1000070143881"}]}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2022-02-03"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "AN00044309-16-1-17-24.pdf", "filesize": [{"value": "253.7 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_11", "mimetype": "application/pdf", "size": 253700.0, "url": {"label": "AN00044309-16-1-17-24.pdf", "url": "https://kanazawa-u.repo.nii.ac.jp/record/59018/files/AN00044309-16-1-17-24.pdf"}, "version_id": "4e353291-84e6-42f8-a7c0-834bae9d5ce4"}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_resource_type": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "Strain Characteristics of Model Pipe Fixed at One End During Liquefaction", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Strain Characteristics of Model Pipe Fixed at One End During Liquefaction"}]}, "item_type_id": "7", "owner": "3", "path": ["1027"], "permalink_uri": "https://doi.org/10.24517/00065280", "pubdate": {"attribute_name": "公開日", "attribute_value": "2022-02-03"}, "publish_date": "2022-02-03", "publish_status": "0", "recid": "59018", "relation": {}, "relation_version_is_last": true, "title": ["Strain Characteristics of Model Pipe Fixed at One End During Liquefaction"], "weko_shared_id": 3}
Strain Characteristics of Model Pipe Fixed at One End During Liquefaction
https://doi.org/10.24517/00065280
https://doi.org/10.24517/00065280c96513ef-c36a-495b-9c8e-01d6cfcd3de6
名前 / ファイル | ライセンス | アクション |
---|---|---|
AN00044309-16-1-17-24.pdf (253.7 kB)
|
Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2022-02-03 | |||||
タイトル | ||||||
タイトル | Strain Characteristics of Model Pipe Fixed at One End During Liquefaction | |||||
言語 | ||||||
言語 | eng | |||||
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 | 10.24517/00065280 | |||||
ID登録タイプ | JaLC | |||||
著者 |
Kitaura, Masaru
× Kitaura, Masaru× Miyajima, Masakatsu |
|||||
著者別表示 |
北浦, 勝
× 北浦, 勝× 宮島, 昌克 |
|||||
書誌情報 |
金沢大学工学部紀要 en : Memoirs of the Faculty of Technology Kanazawa University 巻 16, 号 1, p. 17-24, 発行日 1983-03-30 |
|||||
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 | This paper deals with vibrating tests using a rubber pipe model in liquefaction process. Pipe strain characteristics during liquefaction are investigated and a procedure for mitigating the damages due to liquefaction is given. In the past earthquakes a number of heavy damages have been caused not only by seismic wave propagation but also by ground failure such as liquefaction, landslide and faults. Liquefaction-induced dynamic behaviour and the failure criteria of the buried pipeline, however, have not been made clear. Therefore, it is important to understand the dynamic response of the buried pipeline and to consider how to prevent those damages. Experiments were performed using the pipe whose one end was fixed, which was the model of a pipeline connected to a building. They provided fundamental strain characteristics; accumulated residual and vibrating strains concentrated remarkably near the fixed end. In addition, the accumulated residual strains were found to be much larger than the vibrating strains near the fixed end. Furthermore the model ground near the fixed end of the pipe was improved by compaction. Sand compaction reduced the accumulated residual strains, however, it caused the large vibrating strains at the boundary between a loose and a dense sand stratum. |
|||||
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 |