{"@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/1362825893886239232.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1260/0266351001495099"}},{"identifier":{"@type":"URI","@value":"https://journals.sagepub.com/doi/pdf/10.1260/0266351001495099"}}],"dc:title":[{"@value":"Evaluation Method for Predicting Dynamic Collapse of Double Layer Latticed Space Truss Structures due to Earthquake Motion"}],"description":[{"type":"abstract","notation":[{"@value":"<jats:p> For a structure due to severe earthquake motion, a method for predicting the ultimate state may be needed to the seismic design. The purpose of this paper is to present the evaluation method using the simplified model and linear analysis in order to predict the dynamic buckling collapse of an aluminium alloy double layer latticed roof supported by two double layer latticed walls. In the study, the elastic-plastic analysis considering both geometric and member buckling nonlinearities is carried out. And also the critical displacement at the top of the wall corresponding to the ultimate state of the wall is shown to be useful for determining the dynamic collapse. Finally, the method for estimating the maximum amplitude of the input earthquake motion, due to which the structure brings about the dynamic collapse, is proposed by using the investigated critical displacement. And the accuracy of the proposed method and the conditions for the applicability are discussed in comparison of the numerical results and the estimated values. </jats:p>"}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1382825893886239234","@type":"Researcher","foaf:name":[{"@value":"Koichiro Ishikawa"}],"jpcoar:affiliationName":[{"@value":"Department of Architecture and Civil Engineering, Fukui University, 3-9-1, Bunkyo, Fukui-shi 910-8507, Japan"}]},{"@id":"https://cir.nii.ac.jp/crid/1382825893886239232","@type":"Researcher","foaf:name":[{"@value":"Shoji Okubo"}],"jpcoar:affiliationName":[{"@value":"Sumikei-Nikkei Engineering Co., Ltd., Designing & Engineering Department, Shinei Bldg. 4F, 2-35-13, Koto-ku, Tokyo 136-0071, Japan"}]},{"@id":"https://cir.nii.ac.jp/crid/1382825893886239235","@type":"Researcher","foaf:name":[{"@value":"Yujiro Hiyama"}],"jpcoar:affiliationName":[{"@value":"Sumikei-Nikkei Engineering Co., Ltd., Designing & Engineering Department, Shinei Bldg. 4F, 2-35-13, Koto-ku, Tokyo 136-0071, Japan"}]},{"@id":"https://cir.nii.ac.jp/crid/1382825893886239233","@type":"Researcher","foaf:name":[{"@value":"Shiro Kato"}],"jpcoar:affiliationName":[{"@value":"Department of Architecture and Civil Engineering, Toyohashi University of Technology, Tempaku-cho, Toyohashi-shi 441-8580, Japan"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"09560599"},{"@type":"EISSN","@value":"20598033"}],"prism:publicationName":[{"@value":"International Journal of Space Structures"}],"dc:publisher":[{"@value":"SAGE Publications"}],"prism:publicationDate":"2000-12","prism:volume":"15","prism:number":"3","prism:startingPage":"249","prism:endingPage":"257"},"reviewed":"false","dc:rights":["https://journals.sagepub.com/page/policies/text-and-data-mining-license"],"url":[{"@id":"https://journals.sagepub.com/doi/pdf/10.1260/0266351001495099"}],"createdAt":"2003-01-30","modifiedAt":"2025-03-11","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360567186309908352","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Earthquake Response Control of Double‐Layer Truss Walls by means of Innovative Fuse Connections"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205605116544","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"DAMAGE CONTROL USING FUSE CONNECTION IN DOUBLE LAYER LATTICED WALL BASED ON ELASTO-PLASTIC BEHAVIOR"},{"@language":"ja","@value":"二層立体トラス壁構造における弾塑性挙動とヒューズ型接合部による損傷制御"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001288096390272","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"水平地震動を受ける二層立体トラス壁の動的崩壊機構の制御"},{"@language":"en","@value":"CONTROL OF DYNAMIC COLLAPSE MECHANISM OF DOUBLE LAYER TRUSS WALLS SUBJECTED TO EARTHQUAKE MOTION"},{"@language":"ja-Kana","@value":"スイヘイジ シンドウ オ ウケル ニソウ リッタイ トラスヘキ ノ ドウテキ ホウカイ キコウ ノ セイギョ"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1260/0266351001495099"},{"@type":"OPENAIRE","@value":"doi_dedup___::aae6f621e486a9569e116f645ee3cf92"},{"@type":"CROSSREF","@value":"10.3130/aijs.78.233_references_DOI_M1556Sc3Qf55zBUKiY5pU23YSt3"},{"@type":"CROSSREF","@value":"10.3130/aijs.83.1655_references_DOI_M1556Sc3Qf55zBUKiY5pU23YSt3"},{"@type":"CROSSREF","@value":"10.1155/2018/1425672_references_DOI_M1556Sc3Qf55zBUKiY5pU23YSt3"}]}