{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1390282680297874816.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.2208/kaigan.71.i_889"}},{"identifier":{"@type":"NDL_BIB_ID","@value":"027084303"}},{"identifier":{"@type":"URI","@value":"http://id.ndl.go.jp/bib/027084303"}},{"identifier":{"@type":"URI","@value":"https://ndlsearch.ndl.go.jp/books/R000000004-I027084303"}},{"identifier":{"@type":"URI","@value":"https://www.jstage.jst.go.jp/article/kaigan/71/2/71_I_889/_pdf"}},{"identifier":{"@type":"NAID","@value":"130005109432"}}],"dc:title":[{"@language":"ja","@value":"水理模型実験による防潮壁に作用する孤立波の波圧特性に関する検討"},{"@language":"en","@value":"CONSIDERATION OF CHARACTERISTICS OF PRESSURE ON SEAWALL BY SOLITARY WAVES BASED ON HYDRAULIC EXPERIMENTS"},{"@language":"ja-Kana","@value":"スイリ モケイ ジッケン ニ ヨル ボウチョウヘキ ニ サヨウ スル コリツハ ノ ハアツ トクセイ ニ カンスル ケントウ"}],"dc:language":"ja","description":[{"type":"abstract","notation":[{"@language":"en","@value":"This paper presents the experimental studies on the tsunami wave force by using solitary waves. The physical experiments were conducted by using different constant slopes, which are 1/40, 1/20, 1/10 and 0. The results indicated that the pressure coefficient of sustained wave pressure due to solitary waves was described as the square of Froude number and the energy loss of coefficient was obtained as 3.0. The impulsive bore force was 2 to 3 times as the sustained force, even if the condition of occurrence was limited."},{"@language":"ja","@value":"本研究においては，孤立波を用いた直立壁に対する波力試験を行うとともに，その特性について検討することを目的とした．直立壁の前面部の斜面勾配を，1/40，1/20，1/10，0とし，直立壁の位置を汀線から3種類とした水理模型実験を行った．実験では孤立波を用い，その波高は0.2m，0.15m，0.075mの3種類とした．その結果から，孤立波の浅水変形，砕波，最大重複波圧，衝撃段波波圧についての考察を行った．1) 浅水変形では，斜面勾配によらずグリーンの法則に従い，砕波点については既往式との整合性を示した．2) 最大重複波圧については，静水圧分布しており，勾配が急になるほど，最大水位よりも小さな水位での水圧となる．また，波圧係数は，広義のエネルギー損失係数ζを3.0としたフルード数の二乗式と整合した．3) 衝撃段波波圧について，波力として考えると，壁体が汀線近くにあり，かつ，前面水深があるような場所においては，最大重複波力の数倍程度になる可能性があるが，その他の条件では最大重複波力を上回ることがなかった．発生した場合の作用時間は0.1s程度であり，構造物によっては，破壊変形を引き起こすことが考えられるため，今後，発生条件について明確にする必要がある．"}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1410282680297874816","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000310334920"}],"foaf:name":[{"@language":"ja","@value":"有川 太郎"},{"@language":"en","@value":"ARIKAWA Taro"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Chuo University"},{"@language":"ja","@value":"中央大学 理工学部 都市環境学科"}]}],"publication":{"publicationIdentifier":[{"@type":"EISSN","@value":"18838944"},{"@type":"PISSN","@value":"18842399"},{"@type":"NDL_BIB_ID","@value":"026999519"},{"@type":"PISSN","@value":"http://id.crossref.org/issn/18838944"}],"prism:publicationName":[{"@language":"en","@value":"Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)"},{"@language":"ja","@value":"土木学会論文集Ｂ２（海岸工学）"},{"@value":"土木学会論文集B2(海岸工学)"},{"@language":"en","@value":"Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)"},{"@language":"ja","@value":"海岸工学論文集"}],"dc:publisher":[{"@language":"en","@value":"Japan Society of Civil Engineers"},{"@language":"ja","@value":"公益社団法人 土木学会"}],"prism:publicationDate":"2015","prism:volume":"71","prism:number":"2","prism:startingPage":"I_889","prism:endingPage":"I_894"},"reviewed":"false","dcterms:accessRights":"http://purl.org/coar/access_right/c_abf2","url":[{"@id":"http://id.ndl.go.jp/bib/027084303"},{"@id":"https://ndlsearch.ndl.go.jp/books/R000000004-I027084303"},{"@id":"https://www.jstage.jst.go.jp/article/kaigan/71/2/71_I_889/_pdf"}],"availableAt":"2015","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=%E6%B4%A5%E6%B3%A2","dc:title":"津波"},{"@id":"https://cir.nii.ac.jp/all?q=%E9%98%B2%E6%BD%AE%E5%A3%81","dc:title":"防潮壁"},{"@id":"https://cir.nii.ac.jp/all?q=%E5%AD%A4%E7%AB%8B%E6%B3%A2","dc:title":"孤立波"},{"@id":"https://cir.nii.ac.jp/all?q=%E6%B3%A2%E5%8A%9B","dc:title":"波力"},{"@id":"https://cir.nii.ac.jp/all?q=Tsunami","dc:title":"Tsunami"},{"@id":"https://cir.nii.ac.jp/all?q=Seawall","dc:title":"Seawall"},{"@id":"https://cir.nii.ac.jp/all?q=Solitary%20wave","dc:title":"Solitary wave"},{"@id":"https://cir.nii.ac.jp/all?q=Wave%20Force","dc:title":"Wave Force"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360580232167166848","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Elucidation of wave pressure acting on a wave-cut notch beneath a coastal cliff based on laboratory experiments and numerical modeling"}]},{"@id":"https://cir.nii.ac.jp/crid/1362262944902086912","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"THE SHOALING AND BREAKING OF THE SOLITARY WAVE"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001288087568896","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"RC造建築物に作用する津波荷重の氾濫水密度への依存に関する基礎実験"},{"@language":"en","@value":"EXPERIMENTS ON THE DEPENDENCY OF TSUNAMI LOAD ON RC BUILDING ON THE DENSITY OF TSUNAMI INUNDATION WATER"},{"@language":"ja-Kana","@value":"RCズクリ ケンチクブツ ニ サヨウ スル ツナミ カジュウ ノ ハンラン スイミツド エ ノ イソン ニ カンスル キソ ジッケン"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680296260864","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"陸上遡上波に対する波力低減のための陸上防波構造物に関する研究"},{"@language":"en","@value":"STUDY ON REDUCTION EFFECT OF WAVE FORCE BY OPTIONAL STRUCTURE FOR PARAPET"},{"@language":"ja-Kana","@value":"リクジョウ ソジョウハ ニ タイスル ハリョク テイゲン ノ タメ ノ リクジョウボウハ コウゾウブツ ニ カンスル ケンキュウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390565134799911040","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"INFLUENCE OF THE DIFFERENCES IN THE METHODS OF THE STEADY AND UNSTEADY EXPERIMENTS ON THE INUNDATION FLOW AND LOAD ON RC BUILDING OF TSUNAMI AFTER OVERFLOWING A CHEST WALL"},{"@language":"ja","@value":"定常と非定常実験の違いが胸壁越流後の津波の氾濫流やRC造建築物への波力に及ぼす影響"}]},{"@id":"https://cir.nii.ac.jp/crid/1390571713983344384","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Applicability of the Numerical Simulation of the Impulsive Wave Pressure of Solitary Waves"}]},{"@id":"https://cir.nii.ac.jp/crid/1390583502303709312","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STUDY OF COUPLING POSITION IN NUMERICAL SIMULATION OF TSUNAMI BY USING 2D-3D HYBRID MODEL AND ITS APPLICATION TO ACTUAL TSUNAMI"},{"@language":"ja","@value":"2次元・3次元のハイブリッド津波解析におけるカップリング位置の検討と実津波への適用について"}]}],"dataSourceIdentifier":[{"@type":"JALC","@value":"oai:japanlinkcenter.org:2000770891"},{"@type":"NDL_SEARCH","@value":"oai:ndlsearch.ndl.go.jp:R000000004-I027084303"},{"@type":"CROSSREF","@value":"10.2208/kaigan.71.i_889"},{"@type":"CIA","@value":"130005109432"},{"@type":"OPENAIRE","@value":"doi_dedup___::8d66c238650f5a81887d16bd336034b8"},{"@type":"CROSSREF","@value":"10.2208/jscejj.24-17051_references_DOI_MEKSYkNlfaLjFDXiyo7kSb9Jaua"},{"@type":"CROSSREF","@value":"10.2208/kaigan.74.i_265_references_DOI_MEKSYkNlfaLjFDXiyo7kSb9Jaua"},{"@type":"CROSSREF","@value":"10.2208/kaigan.72.i_1069_references_DOI_MEKSYkNlfaLjFDXiyo7kSb9Jaua"},{"@type":"CROSSREF","@value":"10.1016/j.oceaneng.2023.113656_references_DOI_MEKSYkNlfaLjFDXiyo7kSb9Jaua"},{"@type":"CROSSREF","@value":"10.20965/jdr.2021.p1286_references_DOI_MEKSYkNlfaLjFDXiyo7kSb9Jaua"},{"@type":"CROSSREF","@value":"10.2208/jscejhe.74.5_i_1225_references_DOI_MEKSYkNlfaLjFDXiyo7kSb9Jaua"}]}