{"@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/1390282680432643072.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.3151/coj1975.45.10_26"}},{"identifier":{"@type":"URI","@value":"https://www.jstage.jst.go.jp/article/coj1975/45/10/45_26/_pdf"}},{"identifier":{"@type":"NAID","@value":"130004399568"}}],"dc:title":[{"@language":"en","@value":"Seismic Fragility Curve and Damage Function in Earthquake Risk Analysis"},{"@language":"ja","@value":"地震リスク解析におけるフラジリティ曲線と地震損失関数"}],"dc:language":"ja","description":[{"type":"abstract","notation":[{"@language":"en","@value":"Seismic risk analysis enables quantitative evaluation of earthquake damage levels which are important indexes for disaster prevention planning, and is an indispensable technique for evaluating life cycle cost, probable maximum loss and business continuity program. This paper focused on seismic fragility curves and damage functions used by engineers when analyze seismic risk. Firstly, engineering definition of the risk and the seismic risk analysis are presented and the role of the fragility curves and the damage functions are described. Secondary, their mathematical formulations and the evaluation procedures are introduced. Finally, some examples of the fragility curves and the damage functions applied to reinforced concrete structures are demonstrated."},{"@language":"ja","@value":"地震リスク解析は地震被災度を定量的に評価するもので, 防災計画の重要な指標になるとともに, LCC (生涯レンジの価格評価), PML (予想最大損失), BCP (事業継続計画) に対して直接的なコア技術となる。本文はこのような地震リスク解析のうち, エンジニアが直接関わるフラジリティ曲線と地震損失関数について調査/報告するものである。本文では, まずリスクの工学的定義と地震リスク解析について述べ, そのなかでのフラジリティ曲線と地震損失関数の位置付けを示す。次に, コンクリート構造物を対象としたこれらの基本算定式および推定方法について述べる。さらには, 土木・建築構造物を対象としたこれらの評価事例を紹介する。"}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1030003658676717569","@type":"Researcher","personIdentifier":[{"@type":"KAKEN_RESEARCHERS","@value":"10220609"},{"@type":"NRID","@value":"1000010220609"},{"@type":"CINII_AUTHOR_ID","@value":"DA09125854"},{"@type":"URI","@value":"https://ci.nii.ac.jp/author/DA09125854#entity"},{"@type":"URI","@value":"https://viaf.org/viaf/NII%7CDA09125854"},{"@type":"NRID","@value":"9000018428761"},{"@type":"NRID","@value":"9000017581243"},{"@type":"NRID","@value":"9000242786993"},{"@type":"NRID","@value":"9000401161731"},{"@type":"NRID","@value":"9000258442085"},{"@type":"NRID","@value":"9000242635749"},{"@type":"NRID","@value":"9000008870197"},{"@type":"NRID","@value":"9000017722585"},{"@type":"NRID","@value":"9000258069724"},{"@type":"NRID","@value":"9000266900290"},{"@type":"NRID","@value":"9000399173751"},{"@type":"NRID","@value":"9000255809373"},{"@type":"NRID","@value":"9000283617779"},{"@type":"NRID","@value":"9000258054041"},{"@type":"NRID","@value":"9000256809092"},{"@type":"NRID","@value":"9000317145723"},{"@type":"NRID","@value":"9000022016461"},{"@type":"NRID","@value":"9000005960206"},{"@type":"NRID","@value":"9000254309420"},{"@type":"NRID","@value":"9000283600079"},{"@type":"NRID","@value":"9000356887384"},{"@type":"NRID","@value":"9000254804106"},{"@type":"NRID","@value":"9000258054672"},{"@type":"NRID","@value":"9000254795873"},{"@type":"NRID","@value":"9000258262505"},{"@type":"NRID","@value":"9000258274656"},{"@type":"NRID","@value":"9000258063618"},{"@type":"NRID","@value":"9000258274285"},{"@type":"NRID","@value":"9000001026014"},{"@type":"NRID","@value":"9000401161728"},{"@type":"NRID","@value":"9000256362551"},{"@type":"NRID","@value":"9000254309337"},{"@type":"NRID","@value":"9000256808974"},{"@type":"NRID","@value":"9000283601492"},{"@type":"NRID","@value":"9000009920249"},{"@type":"NRID","@value":"9000254309764"},{"@type":"NRID","@value":"9000258388102"},{"@type":"RESEARCHMAP","@value":"https://researchmap.jp/DiscoverDoboku"}],"foaf:name":[{"@language":"en","@value":"Yoshikawa H."},{"@language":"ja","@value":"吉川 弘道"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"武蔵工業大学工学部都市工学科"}]},{"@id":"https://cir.nii.ac.jp/crid/1410290697366666113","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000256808975"}],"foaf:name":[{"@language":"en","@value":"Ohtaki T."},{"@language":"ja","@value":"大滝 健"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"東急建設 (株) 土木エンジニアリング部"}]},{"@id":"https://cir.nii.ac.jp/crid/1410290697366666115","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000256808976"}],"foaf:name":[{"@language":"en","@value":"Maeda Y."},{"@language":"ja","@value":"前田 欣昌"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"東急建設 (株) 土木エンジニアリング部"}]},{"@id":"https://cir.nii.ac.jp/crid/1410290697366666112","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000256808977"}],"foaf:name":[{"@language":"en","@value":"Nakamura T."},{"@language":"ja","@value":"中村 孝明"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"(株) 篠塚研究所"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"03871061"}],"prism:publicationName":[{"@language":"en","@value":"Concrete Journal"},{"@value":"コンクリート工学"}],"dc:publisher":[{"@language":"en","@value":"Japan Concrete Institute"}],"prism:publicationDate":"2007","prism:volume":"45","prism:number":"10","prism:startingPage":"26","prism:endingPage":"34"},"reviewed":"false","url":[{"@id":"https://www.jstage.jst.go.jp/article/coj1975/45/10/45_26/_pdf"}],"availableAt":"2007","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=seismic%20risk%20analysis","dc:title":"seismic risk analysis"},{"@id":"https://cir.nii.ac.jp/all?q=seismic%20fragility%20curve","dc:title":"seismic fragility curve"},{"@id":"https://cir.nii.ac.jp/all?q=seismic%20damage%20function","dc:title":"seismic damage function"},{"@id":"https://cir.nii.ac.jp/all?q=reinforced%20concrete%20structure","dc:title":"reinforced concrete structure"},{"@id":"https://cir.nii.ac.jp/all?q=%E5%9C%B0%E9%9C%87%E3%83%AA%E3%82%B9%E3%82%AF%E8%A7%A3%E6%9E%90","dc:title":"地震リスク解析"},{"@id":"https://cir.nii.ac.jp/all?q=%E3%83%95%E3%83%A9%E3%82%B8%E3%83%AA%E3%83%86%E3%82%A3%E6%9B%B2%E7%B7%9A","dc:title":"フラジリティ曲線"},{"@id":"https://cir.nii.ac.jp/all?q=%E5%9C%B0%E9%9C%87%E6%90%8D%E5%A4%B1%E9%96%A2%E6%95%B0","dc:title":"地震損失関数"},{"@id":"https://cir.nii.ac.jp/all?q=%E9%89%84%E7%AD%8B%E3%82%B3%E3%83%B3%E3%82%AF%E3%83%AA%E3%83%BC%E3%83%88%E6%A7%8B%E9%80%A0%E7%89%A9","dc:title":"鉄筋コンクリート構造物"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1361415748528397568","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Optimal structural restoration of historic building in Japan considering lifecycle seismic loss 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