{"@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/1390282680333350784.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.2208/jscejmcs.67.57"}},{"identifier":{"@type":"URI","@value":"https://www.jstage.jst.go.jp/article/jscejmcs/67/1/67_1_57/_pdf"}},{"identifier":{"@type":"NAID","@value":"130004559807"}}],"dc:title":[{"@language":"en","@value":"EVALUATION OF SHEAR STRENGTH FOR UPPER SLABS OF CAISSON FOUNDATION BASED ON LOAD CARRYING MECHANISM"},{"@value":"耐荷機構に基づくケーソン基礎頂版のせん断耐力評価法"}],"description":[{"type":"abstract","notation":[{"@language":"en","@value":"In upper slabs of caisson foundation, a seismic desi gn is difficult with an incr ease in earthquake load. So we carried out loading tests and FEM analysis for  upper slabs of caisson foundation. As a result, we proposed a new design method which takes into co nsideration the effective width on the pull out side based on crack pattern of test specimens, which is not considered in the existing design method. Moreover, we proposed a rational design method based on  load carrying mechanism for upper slabs of caisson foundation."},{"@value":"ケーソン基礎頂版は，地震時に作用する慣性力を，ケーソン基礎の側壁に伝達する部材である．現行の頂版のせん断耐力式は，橋脚く体に対して作用する曲げモーメントと軸力により，橋脚く体基部に生じる圧縮力を偏心軸力で模擬した，頂版の載荷実験結果に基づいて提案されている．しかし，実験で用いられた模型は，実際の構造物を単純化したもので，境界条件や載荷条件が異なることから，頂版の耐荷機構を十分に解明できていない可能性がある．そこで，橋脚く体と側壁を連結してモデル化した，頂版の載荷実験と有限要素解析を実施した．その結果，頂版内部の破壊面の形状が，従来の想定とは異なることが判明した．これに基づき，頂版の耐荷機構を明らかにするとともに，新たなせん断耐力評価法を提案し，本実験結果を概ね評価できることを確認した．"}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1410290696513236739","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000258273482"}],"foaf:name":[{"@language":"en","@value":"HATTORI Hisamichi"},{"@language":"ja","@value":"服部 尚道"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"東急建設株式会社 土木設計部"}]},{"@id":"https://cir.nii.ac.jp/crid/1410290696513236741","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000258273483"}],"foaf:name":[{"@language":"en","@value":"TADOKORO Toshiya"},{"@language":"ja","@value":"田所 敏弥"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"(財)鉄道総合技術研究所 コンクリート構造"}]},{"@id":"https://cir.nii.ac.jp/crid/1410290696513236740","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000258273484"}],"foaf:name":[{"@language":"en","@value":"TANIMURA Yukihiro"},{"@language":"ja","@value":"谷村 幸裕"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"(財)鉄道総合技術研究所 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Hidetoshi"},{"@language":"ja","@value":"西岡 英俊"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"(財)鉄道総合技術研究所 基礎・土構造"}]},{"@id":"https://cir.nii.ac.jp/crid/1410290696513236738","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000258273486"}],"foaf:name":[{"@language":"en","@value":"WATANABE Tadatomo"},{"@language":"ja","@value":"渡邊 忠朋"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"北武コンサルタント株式会社"}]},{"@id":"https://cir.nii.ac.jp/crid/1410290696513236737","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000258273487"}],"foaf:name":[{"@language":"en","@value":"MARUYAMA Osamu"},{"@language":"ja","@value":"丸山 修"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"(独)鉄道建設・運輸施設整備支援機構"}]}],"publication":{"publicationIdentifier":[{"@type":"EISSN","@value":"21856567"}],"prism:publicationName":[{"@language":"en","@value":"Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures)"},{"@language":"ja","@value":"土木学会論文集E2（材料・コンクリート構造）"},{"@language":"en","@value":"J. JSCE, E2"},{"@language":"en","@value":"J. JSCE, Ser. E2"},{"@language":"en","@value":"J. JSCE Ser. E2"},{"@language":"en","@value":"JJSCE E2"},{"@language":"ja","@value":"土木学会論文集Ｅ２（材料・コンクリート構造）"},{"@language":"ja","@value":"土木学会論文集Ｅ２"},{"@language":"ja","@value":"土論Ｅ２"}],"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":"2011","prism:volume":"67","prism:number":"1","prism:startingPage":"57","prism:endingPage":"68"},"reviewed":"false","url":[{"@id":"https://www.jstage.jst.go.jp/article/jscejmcs/67/1/67_1_57/_pdf"}],"availableAt":"2011","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=caisson%20foundation","dc:title":"caisson foundation"},{"@id":"https://cir.nii.ac.jp/all?q=upper%20slabs","dc:title":"upper slabs"},{"@id":"https://cir.nii.ac.jp/all?q=shear%20strength","dc:title":"shear strength"},{"@id":"https://cir.nii.ac.jp/all?q=load%20carrying%20mechanism","dc:title":"load carrying mechanism"},{"@id":"https://cir.nii.ac.jp/all?q=finite%20element%20analysis","dc:title":"finite element analysis"},{"@id":"https://cir.nii.ac.jp/all?q=crack%20pattern","dc:title":"crack pattern"},{"@id":"https://cir.nii.ac.jp/all?q=effective%20width","dc:title":"effective width"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1362262943799062912","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Research Trends"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205308585088","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"COMPUTATIONAL MODEL FOR REINFORCING BAR EMBEDDED IN CONCRETE UNDER COMBINED AXIAL PULLOUT AND TRANSVERSE DISPLACEMENT"},{"@language":"ja","@value":"軸引張とそれに直交する変位を同時に受ける鉄筋の計算モデル"},{"@language":"ja-Kana","@value":"Computational Model for Reinforcing Bar"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205455106176","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Failure Behavior of External Beam-column Joints with Mechanical Anchorage in Subassemblage Frames"},{"@language":"ja","@value":"ト型骨組試験によるはり主筋を機械式定着した接合部の破壊性状"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205602171520","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"SHEAR STRENGTH OF UPPER SLABS OF CAISSON FOUNDATION"},{"@language":"ja","@value":"ケーソン基礎頂版のせん断耐力に関する研究"}]}],"dataSourceIdentifier":[{"@type":"JALC","@value":"oai:japanlinkcenter.org:0036346837"},{"@type":"CROSSREF","@value":"10.2208/jscejmcs.67.57"},{"@type":"CIA","@value":"130004559807"}]}