WEKO3
インデックスリンク
アイテム
{"_buckets": {"deposit": "c10b05f0-628e-4646-b4bc-20824b6d53a6"}, "_deposit": {"created_by": 3, "id": "8417", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "8417"}, "status": "published"}, "_oai": {"id": "oai:kanazawa-u.repo.nii.ac.jp:00008417", "sets": ["936"]}, "author_link": ["314", "11791", "10691", "11792", "257"], "item_4_biblio_info_8": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2012-01-01", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "2", "bibliographicPageEnd": "I_790", "bibliographicPageStart": "I_786", "bibliographicVolumeNumber": "68", "bibliographic_titles": [{"bibliographic_title": "土木学会論文集B2(海岸工学) = Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)"}]}]}, "item_4_description_21": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "This paper examined the reduction effects of wave force and overtopping of a porous barrier installed on a vertical seawall. The laboratory experiments of green water overtopping at a low crest seawall with a barrier were carried out under a range of test conditions; the barrier parameter ranging from 0% to 100%, the relative seawall freeboard ranging from 0.35 to 1.45, the wave steepness ranging from 0.014 to 0.03, the relative water depth ranging from 2.9 to 6.5. The test results show that the reductions of the wave force and overtopping discharge due to the porous barrier are mainly governed by the barrier parameter and the relative freeboard. The reduction effects are influenced by a variation in the wave runup induced by porous barrier installation.", "subitem_description_type": "Abstract"}]}, "item_4_publisher_17": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "土木学会 = Japan Society of Civil Engineers"}]}, "item_4_relation_12": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type": "isIdenticalTo", "subitem_relation_type_id": {"subitem_relation_type_id_text": "10.2208/kaigan.68.I_786", "subitem_relation_type_select": "DOI"}}]}, "item_4_relation_28": {"attribute_name": "関連URI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "https://www.jstage.jst.go.jp/browse/kaigan/-char/ja/", "subitem_relation_type_select": "URI"}}, {"subitem_relation_type_id": {"subitem_relation_type_id_text": "http://www.jsce.or.jp/", "subitem_relation_type_select": "URI"}}]}, "item_4_rights_23": {"attribute_name": "権利", "attribute_value_mlt": [{"subitem_rights": "Copyright © Japan Society of Civil Engineers 土木学会"}]}, "item_4_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1884-2399", "subitem_source_identifier_type": "ISSN"}]}, "item_4_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": "楳田, 真也"}], "nameIdentifiers": [{"nameIdentifier": "10691", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "30313688", "nameIdentifierScheme": "金沢大学研究者情報", "nameIdentifierURI": "http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=30313688"}, {"nameIdentifier": "30313688", "nameIdentifierScheme": "研究者番号", "nameIdentifierURI": "https://nrid.nii.ac.jp/nrid/1000030313688"}]}, {"creatorNames": [{"creatorName": "齋藤, 武久"}], "nameIdentifiers": [{"nameIdentifier": "257", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "40242531", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=40242531"}, {"nameIdentifier": "40242531", "nameIdentifierScheme": "金沢大学研究者情報", "nameIdentifierURI": "http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=40242531"}, {"nameIdentifier": "40242531", "nameIdentifierScheme": "研究者番号", "nameIdentifierURI": "https://nrid.nii.ac.jp/nrid/1000040242531"}]}, {"creatorNames": [{"creatorName": "古路, 裕子"}], "nameIdentifiers": [{"nameIdentifier": "11791", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "中口, 彰人"}], "nameIdentifiers": [{"nameIdentifier": "11792", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "石田, 啓"}], "nameIdentifiers": [{"nameIdentifier": "314", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "50093183", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=50093183"}, {"nameIdentifier": "50093183", "nameIdentifierScheme": "研究者番号", "nameIdentifierURI": "https://nrid.nii.ac.jp/nrid/1000050093183"}]}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2017-10-03"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "TE-PR-UMEDA-S-786.pdf", "filesize": [{"value": "824.6 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 824600.0, "url": {"label": "TE-PR-UMEDA-S-786.pdf", "url": "https://kanazawa-u.repo.nii.ac.jp/record/8417/files/TE-PR-UMEDA-S-786.pdf"}, "version_id": "1e305f0b-5a1a-4f11-b625-9acd72e5d62f"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "防波柵", "subitem_subject_scheme": "Other"}, {"subitem_subject": "直立護岸", "subitem_subject_scheme": "Other"}, {"subitem_subject": "波力", "subitem_subject_scheme": "Other"}, {"subitem_subject": "越波", "subitem_subject_scheme": "Other"}, {"subitem_subject": "波の打ち上げ", "subitem_subject_scheme": "Other"}, {"subitem_subject": "porous wave barrier", "subitem_subject_scheme": "Other"}, {"subitem_subject": "vertical seawall", "subitem_subject_scheme": "Other"}, {"subitem_subject": "wave force", "subitem_subject_scheme": "Other"}, {"subitem_subject": "wave overtopping", "subitem_subject_scheme": "Other"}, {"subitem_subject": "wave runup", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_resource_type": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"resourcetype": "journal article", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "直立護岸上に設置された防波柵に作用する波力及び越波の基本特性", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "直立護岸上に設置された防波柵に作用する波力及び越波の基本特性"}, {"subitem_title": "An Experimental Study of Wave Force and Overtopping at a Vertical Seawall with a Porous Barrier", "subitem_title_language": "en"}]}, "item_type_id": "4", "owner": "3", "path": ["936"], "permalink_uri": "http://hdl.handle.net/2297/36338", "pubdate": {"attribute_name": "公開日", "attribute_value": "2017-10-03"}, "publish_date": "2017-10-03", "publish_status": "0", "recid": "8417", "relation": {}, "relation_version_is_last": true, "title": ["直立護岸上に設置された防波柵に作用する波力及び越波の基本特性"], "weko_shared_id": -1}
直立護岸上に設置された防波柵に作用する波力及び越波の基本特性
http://hdl.handle.net/2297/36338
http://hdl.handle.net/2297/36338a51209eb-f1af-4f7a-b00f-5b5d98758109
名前 / ファイル | ライセンス | アクション |
---|---|---|
TE-PR-UMEDA-S-786.pdf (824.6 kB)
|
|
Item type | 学術雑誌論文 / Journal Article(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2017-10-03 | |||||
タイトル | ||||||
タイトル | 直立護岸上に設置された防波柵に作用する波力及び越波の基本特性 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | An Experimental Study of Wave Force and Overtopping at a Vertical Seawall with a Porous Barrier | |||||
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 | journal article | |||||
著者 |
楳田, 真也
× 楳田, 真也× 齋藤, 武久× 古路, 裕子× 中口, 彰人× 石田, 啓 |
|||||
書誌情報 |
土木学会論文集B2(海岸工学) = Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 巻 68, 号 2, p. I_786-I_790, 発行日 2012-01-01 |
|||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1884-2399 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | 10.2208/kaigan.68.I_786 | |||||
出版者 | ||||||
出版者 | 土木学会 = Japan Society of Civil Engineers | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This paper examined the reduction effects of wave force and overtopping of a porous barrier installed on a vertical seawall. The laboratory experiments of green water overtopping at a low crest seawall with a barrier were carried out under a range of test conditions; the barrier parameter ranging from 0% to 100%, the relative seawall freeboard ranging from 0.35 to 1.45, the wave steepness ranging from 0.014 to 0.03, the relative water depth ranging from 2.9 to 6.5. The test results show that the reductions of the wave force and overtopping discharge due to the porous barrier are mainly governed by the barrier parameter and the relative freeboard. The reduction effects are influenced by a variation in the wave runup induced by porous barrier installation. | |||||
権利 | ||||||
権利情報 | Copyright © Japan Society of Civil Engineers 土木学会 | |||||
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 | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://www.jstage.jst.go.jp/browse/kaigan/-char/ja/ | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | http://www.jsce.or.jp/ |