{"@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/1363670321307819648.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1007/bf02472449"}},{"identifier":{"@type":"URI","@value":"http://link.springer.com/content/pdf/10.1007/BF02472449.pdf"}},{"identifier":{"@type":"URI","@value":"http://link.springer.com/article/10.1007/BF02472449/fulltext.html"}},{"identifier":{"@type":"URI","@value":"http://link.springer.com/content/pdf/10.1007/BF02472449"}}],"dc:title":[{"@value":"Simple lattice model for numerical simulation of fracture of concrete materials and structures"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1383670321307819648","@type":"Researcher","foaf:name":[{"@value":"E. Schlangen"}]},{"@id":"https://cir.nii.ac.jp/crid/1383670321307819649","@type":"Researcher","foaf:name":[{"@value":"J. G. M. van Mier"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"13595997"},{"@type":"EISSN","@value":"18716873"}],"prism:publicationName":[{"@value":"Materials and Structures"}],"dc:publisher":[{"@value":"Springer Science and Business Media LLC"}],"prism:publicationDate":"1992-11","prism:volume":"25","prism:number":"9","prism:startingPage":"534","prism:endingPage":"542"},"reviewed":"false","dc:rights":["http://www.springer.com/tdm"],"url":[{"@id":"http://link.springer.com/content/pdf/10.1007/BF02472449.pdf"},{"@id":"http://link.springer.com/article/10.1007/BF02472449/fulltext.html"},{"@id":"http://link.springer.com/content/pdf/10.1007/BF02472449"}],"createdAt":"2006-08-10","modifiedAt":"2019-05-17","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360285707105904512","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Simplified two-dimensional mesoscopic model for evaluating mechanical properties and crack paths near interfaces in concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1360290617537682560","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Mesoscale simulation of pull-out performance for corroded reinforcement with stirrup confinement in concrete by 3D RBSM"}]},{"@id":"https://cir.nii.ac.jp/crid/1360848656975488640","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Damage model for simulating chloride concentration in reinforced concrete with internal cracks"}]},{"@id":"https://cir.nii.ac.jp/crid/1360855568757303168","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Analytical investigation of the role of reinforcement in perpendicular beams of beam-column knee joints by 3D meso-scale model"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861704791327232","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"3D mesoscale simulation of the influence of corrosion on loss of tension stiffening in reinforced concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861704802413312","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"3D RBSM Analysis of Bond Degradation in Corroded Reinforced Concrete as Observed Using Digital Image Correlation"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205117985024","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"MESO-SCOPIC NUMERICAL ANALYSIS OF CONCRETE STRUCTURES BY A MODIFIE LATTICE MODEL"},{"@language":"ja","@value":"ラチスモデルによるコンクリート構造のメゾレベル解析"},{"@value":"Meso-Scopic Numerical Analysis of Concrete Structures by a Modified Lattice Model"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205350005504","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"土木工学における計算力学手法の研究動向"},{"@language":"en","@value":"RECENT ADVANCES IN COMPUTATIONAL MECHANICS FOR CIVIL ENGINEERING"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1007/bf02472449"},{"@type":"CROSSREF","@value":"10.2208/jscejam.68.31_references_DOI_Rzxh08pxj39GVkO6R01DQqKr28y"},{"@type":"CROSSREF","@value":"10.1016/j.cemconcomp.2020.103895_references_DOI_Rzxh08pxj39GVkO6R01DQqKr28y"},{"@type":"CROSSREF","@value":"10.1016/j.engstruct.2020.110347_references_DOI_Rzxh08pxj39GVkO6R01DQqKr28y"},{"@type":"CROSSREF","@value":"10.1016/j.cemconcomp.2017.08.015_references_DOI_Rzxh08pxj39GVkO6R01DQqKr28y"},{"@type":"CROSSREF","@value":"10.2208/jscej.2003.731_19_references_DOI_Rzxh08pxj39GVkO6R01DQqKr28y"},{"@type":"CROSSREF","@value":"10.2208/jsceseee.20.43s_references_DOI_Rzxh08pxj39GVkO6R01DQqKr28y"},{"@type":"CROSSREF","@value":"10.1016/j.conbuildmat.2022.127684_references_DOI_Rzxh08pxj39GVkO6R01DQqKr28y"},{"@type":"CROSSREF","@value":"10.3390/ma15186470_references_DOI_Rzxh08pxj39GVkO6R01DQqKr28y"},{"@type":"CROSSREF","@value":"10.1016/j.engfracmech.2013.02.033_references_DOI_Rzxh08pxj39GVkO6R01DQqKr28y"}]}