ログイン
言語:

WEKO3

  • トップ
  • ランキング
To
lat lon distance
To

Field does not validate



インデックスリンク

インデックスツリー

メールアドレスを入力してください。

WEKO

One fine body…

WEKO

One fine body…

アイテム

{"_buckets": {"deposit": "6ce06cec-cba0-45ff-91ea-7b02c39b54e5"}, "_deposit": {"id": "2007047", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "2007047"}, "status": "published"}, "_oai": {"id": "oai:u-ryukyu.repo.nii.ac.jp:02007047", "sets": ["1642837723324", "1642838406845"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "\u6f5c\u5824\u306b\u3088\u308b\u6ce2\u6d6a\u6e1b\u8870\u306b\u3064\u3044\u3066(\u7b2c1\u5831)", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "On the Effects of Submerged Breakwaters on Wave Action", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "Creator", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u6d25\u5609\u5c71, \u6b63\u5149", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "Tsukayama, Seik\u014d", "creatorNameLang": "ja"}]}]}, "item_1617186476635": {"attribute_name": "Access Rights", "attribute_value_mlt": [{"subitem_1522299639480": "open access", "subitem_1600958577026": "http://purl.org/coar/access_right/c_abf2"}]}, "item_1617186626617": {"attribute_name": "Description", "attribute_value_mlt": [{"subitem_description": "Recently a submerged breakwater has been considered to be suitable as a protective construction for the maintenance of coastlines. The model experiments about submerged breakwaters were carried out by the author to grasp the influence of their setting positions and heights to the effects of submerged breakwaters on wave action. The following results were obtained. 1. The most suitable setting positions of submerged breakwaters were in the places where the values of x/Lo were 0.2\uff5e0.3 or 0.7\uff5e0.8, when the submerged breakwaters heights were constant. 2.The damping ratios of wave heights Hi/Ho took their minimum values when the values of x/Lo were 0.3 or 0.6\uff5e0.7. 3. The values of Bx/Lo, concerning with the distance from shore to wave breaking points, were increased with x/Lo until the values of x/Lo had been 0.3, but they were constant when the values of x/Lo were large than 0.3.", "subitem_description_type": "Other"}, {"subitem_description": "\u7d00\u8981\u8ad6\u6587", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "Publisher", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "\u7409\u7403\u5927\u5b66\u7406\u5de5\u5b66\u90e8"}, {"subitem_1522300295150": "en", "subitem_1522300316516": "Science and Engineering Division, University of the Ryukyus"}]}, "item_1617186702042": {"attribute_name": "Language", "attribute_value_mlt": [{"subitem_1551255818386": "jpn"}]}, "item_1617186783814": {"attribute_name": "Identifier", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/20.500.12000/23969"}]}, "item_1617186920753": {"attribute_name": "Source Identifier", "attribute_value_mlt": [{"subitem_1522646500366": "ISSN", "subitem_1522646572813": "0387-429X"}, {"subitem_1522646500366": "NCID", "subitem_1522646572813": "AN00250785"}]}, "item_1617186941041": {"attribute_name": "Source Title", "attribute_value_mlt": [{"subitem_1522650068558": "ja", "subitem_1522650091861": "\u7409\u7403\u5927\u5b66\u7406\u5de5\u5b66\u90e8\u7d00\u8981. \u5de5\u5b66\u7bc7"}, {"subitem_1522650068558": "en", "subitem_1522650091861": "Bulletin of Science \u0026 Engineering Division, University of the Ryukyus. Engineering"}]}, "item_1617187056579": {"attribute_name": "Bibliographic Information", "attribute_value_mlt": [{"bibliographicIssueNumber": "3", "bibliographicPageEnd": "169", "bibliographicPageStart": "155"}]}, "item_1617258105262": {"attribute_name": "Resource Type", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_1617265215918": {"attribute_name": "Version Type", "attribute_value_mlt": [{"subitem_1522305645492": "VoR", "subitem_1600292170262": "http://purl.org/coar/version/c_970fb48d4fbd8a85"}]}, "item_1617605131499": {"attribute_name": "File", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_access", "download_preview_message": "", "file_order": 0, "filename": "NO3P155.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2007047/files/NO3P155.pdf"}, "version_id": "84633c3f-7f5f-4c6e-b3fc-13a99c454776"}]}, "item_title": "\u6f5c\u5824\u306b\u3088\u308b\u6ce2\u6d6a\u6e1b\u8870\u306b\u3064\u3044\u3066(\u7b2c1\u5831)", "item_type_id": "15", "owner": "1", "path": ["1642837723324", "1642838406845"], "permalink_uri": "http://hdl.handle.net/20.500.12000/23969", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2012-03-23"}, "publish_date": "2012-03-23", "publish_status": "0", "recid": "2007047", "relation": {}, "relation_version_is_last": true, "title": ["\u6f5c\u5824\u306b\u3088\u308b\u6ce2\u6d6a\u6e1b\u8870\u306b\u3064\u3044\u3066(\u7b2c1\u5831)"], "weko_shared_id": -1}
  1. 紀要論文
  2. 琉球大学理工学部紀要 工学編
  3. 3号
  1. 部局別インデックス
  2. 工学部

潜堤による波浪減衰について(第1報)

http://hdl.handle.net/20.500.12000/23969
http://hdl.handle.net/20.500.12000/23969
55c76813-9bf9-4a0b-8b1a-e5c4857de7f3
名前 / ファイル ライセンス アクション
NO3P155.pdf NO3P155.pdf
Item type デフォルトアイテムタイプ(フル)(1)
公開日 2012-03-23
タイトル
タイトル 潜堤による波浪減衰について(第1報)
言語 ja
作成者 津嘉山, 正光

× 津嘉山, 正光

ja 津嘉山, 正光

Tsukayama, Seikō

× Tsukayama, Seikō

ja Tsukayama, Seikō

アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
内容記述
内容記述タイプ Other
内容記述 Recently a submerged breakwater has been considered to be suitable as a protective construction for the maintenance of coastlines. The model experiments about submerged breakwaters were carried out by the author to grasp the influence of their setting positions and heights to the effects of submerged breakwaters on wave action. The following results were obtained. 1. The most suitable setting positions of submerged breakwaters were in the places where the values of x/Lo were 0.2~0.3 or 0.7~0.8, when the submerged breakwaters heights were constant. 2.The damping ratios of wave heights Hi/Ho took their minimum values when the values of x/Lo were 0.3 or 0.6~0.7. 3. The values of Bx/Lo, concerning with the distance from shore to wave breaking points, were increased with x/Lo until the values of x/Lo had been 0.3, but they were constant when the values of x/Lo were large than 0.3.
内容記述タイプ Other
内容記述 紀要論文
出版者
言語 ja
出版者 琉球大学理工学部
言語
言語 jpn
資源タイプ
資源タイプ departmental bulletin paper
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
識別子
識別子 http://hdl.handle.net/20.500.12000/23969
識別子タイプ HDL
収録物識別子
収録物識別子タイプ ISSN
収録物識別子 0387-429X
収録物識別子タイプ NCID
収録物識別子 AN00250785
収録物名
言語 ja
収録物名 琉球大学理工学部紀要. 工学篇
書誌情報
号 3, p. 155-169
戻る
0
views
See details
Views

Versions

Ver.1 2022-01-28 04:11:13.681617
Show All versions

Share

Mendeley Twitter Facebook Print Addthis

Cite as

エクスポート

OAI-PMH
  • OAI-PMH JPCOAR
  • OAI-PMH DublinCore
  • OAI-PMH DDI
Other Formats
  • JSON

確認


Powered by WEKO3


Powered by WEKO3