{"@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/1570572703123716224.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"NAID","@value":"200000432698"}},{"identifier":{"@type":"URI","@value":"https://www.aij.or.jp/paper/detail.html?productId=618889"}}],"dc:title":[{"@language":"ja","@value":"22580 等曲げが作用する長方形断面部材の弾性局部座屈耐力"}],"dc:language":"ja","creator":[{"@id":"https://cir.nii.ac.jp/crid/1070292572109172609","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000017509792"}],"foaf:name":[{"@language":"ja","@value":"小橋 知季"}]},{"@id":"https://cir.nii.ac.jp/crid/1580572703123716225","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000403523768"}],"foaf:name":[{"@language":"ja","@value":"五十嵐 規矩夫"}]}],"publication":{"prism:publicationName":[{"@value":"構造III"}],"dc:publisher":[{"@value":"日本建築学会"},{"@language":"en","@value":"Architectural Institute of Japan"}],"prism:publicationDate":"2018-07-20","prism:number":"2018","prism:startingPage":"1159","prism:endingPage":"1160"},"url":[{"@id":"https://www.aij.or.jp/paper/detail.html?productId=618889"}],"dataSourceIdentifier":[{"@type":"CIA","@value":"200000432698"}]}