{"_buckets": {"deposit": "4cf44ff4-25d8-42e5-85bd-532ead60717a"}, "_deposit": {"id": "7765", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "7765"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00007765", "sets": ["1:86"]}, "author_link": ["39900", "39901", "39902", "39903", "39896", "39897", "39898", "39899"], "item_1646810750418": {"attribute_name": "\u51fa\u7248\u30bf\u30a4\u30d7", "attribute_value_mlt": [{"subitem_version_resource": "http://purl.org/coar/version/c_970fb48d4fbd8a85", "subitem_version_type": "VoR"}]}, "item_3_alternative_title_198": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "A PROPOSAL OF RIVER-TSUNAMI ABSORBING PILE FOR SLUICE GATE AND ABOUT ITS EFFECTIVENESS"}]}, "item_3_biblio_info_186": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2013-06", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "386", "bibliographicPageStart": "381", "bibliographicVolumeNumber": "19", "bibliographic_titles": [{"bibliographic_title": "\u6cb3\u5ddd\u6280\u8853\u8ad6\u6587\u96c6", "bibliographic_titleLang": "ja"}]}]}, "item_3_description_184": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "This report presents a proposal of tsunami absorbing pile for a sluice gate. The tsunami generated by\nthe 2011 Tohoku Pacific-Coast Earthquake intruded ten Class-1 Rivers in Hokkaido, Japan. Videotaped\nimagery showed the tsunami which propagated into Shin-Kushiro River struck a sluice gate with wave\nbreaking. The main aim of this report is to develop a 3D particle based simulation model for analysis\nof interaction between river-tsunami and river facilities such as sluice gates. The model is applied to the\nestimation of wave impact on the sluice gate. Two cases of installation of tsunami absorbing piles are\nconsidered to confirm their effectiveness for attenuation of wave impact load on river structures.", "subitem_description_type": "Abstract"}]}, "item_3_full_name_183": {"attribute_name": "\u8457\u8005\u5225\u540d", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "39900", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ABE, Takaaki", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "39901", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "YOSHIKAWA, Yasuhiro", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "39902", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "SATOH, Yoshishige", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "39903", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ITOH, Akashi", "nameLang": "en"}]}]}, "item_3_publisher_212": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": 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