{"@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/1390282680146866048.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.3130/aijt.14.417"}},{"identifier":{"@type":"NDL_BIB_ID","@value":"9677410"}},{"identifier":{"@type":"URI","@value":"http://id.ndl.go.jp/bib/9677410"}},{"identifier":{"@type":"URI","@value":"https://ndlsearch.ndl.go.jp/books/R000000004-I9677410"}},{"identifier":{"@type":"NAID","@value":"110007070442"}}],"dc:title":[{"@language":"en","@value":"RESPONSE CONTROL EFFECT OF HI-RISED REINFORCED CONCRETE BUILDING USING COUPLED VIBRATION CONTROL STRUCTURE"},{"@language":"ja","@value":"連結制振構造を適用した超高層ＲＣ造建物の制振効果"},{"@language":"ja-Kana","@value":"レンケツ セイシン コウゾウ オ テキヨウシタ チョウコウソウ RCゾウ タテモノ ノ セイシン コウカ"},{"@value":"Response control effect of hi-rised reinforced concrete building using couplaed vibration control structure"}],"dc:language":"ja","description":[{"type":"abstract","notation":[{"@language":"en","@value":"Authors designed the system connecting multi-story shear wall structure with short period and main structure constructed by rigid frame with long period located around it with hydraulic dampers, and applied this system to 45-story reinforced concrete building.<br>By response analysis, we confirmed as follows, reducing response deformation of main structure by connecting these structures with viscous dampers, height distribution of maximum story shear of multi-story shear wall structure was shape like stairs increasing at stories laying dampers, energy absorbed by dampers occupied about 70% for input energy of earthquake."}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1030285300694316928","@type":"Researcher","personIdentifier":[{"@type":"KAKEN_RESEARCHERS","@value":"90826207"},{"@type":"NRID","@value":"1000090826207"},{"@type":"NRID","@value":"9000413334239"},{"@type":"NRID","@value":"9000005438957"},{"@type":"NRID","@value":"9000413334234"},{"@type":"NRID","@value":"9000315169818"},{"@type":"RESEARCHMAP","@value":"https://researchmap.jp/smart"}],"foaf:name":[{"@language":"en","@value":"NISHIMURA Katsuhisa"},{"@language":"ja","@value":"西村 勝尚"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Architectural & Engineering Department, Obayashi Corporation"},{"@language":"ja","@value":"(株)大林組本店建築設計部"}]},{"@id":"https://cir.nii.ac.jp/crid/1410001205173344001","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000005984591"}],"foaf:name":[{"@language":"en","@value":"FUKUMOTO Yoshiyuki"},{"@language":"ja","@value":"福本 義之"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Architectural & Engineering Department, Obayashi Corporation"},{"@language":"ja","@value":"(株)大林組本店建築設計部"}]},{"@id":"https://cir.nii.ac.jp/crid/1410572172404160512","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000006629650"}],"foaf:name":[{"@language":"en","@value":"WADA Yusuke"},{"@language":"ja","@value":"和田 裕介"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Architectural & Engineering Department, Obayashi Corporation"},{"@language":"ja","@value":"(株)大林組本店建築設計部"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"13419463"},{"@type":"EISSN","@value":"18818188"},{"@type":"NDL_BIB_ID","@value":"000000097764"},{"@type":"ISSN","@value":"13419463"},{"@type":"LISSN","@value":"13419463"},{"@type":"NCID","@value":"AN10531441"}],"prism:publicationName":[{"@language":"ja","@value":"日本建築学会技術報告集"},{"@language":"en","@value":"AIJ Journal of Technology and Design"},{"@language":"en","@value":"Aij Journal of TECHNOLOGY and Design"},{"@language":"en","@value":"Nihon Kenchiku Gakkai Gijutsu Hokokushu"},{"@language":"en","@value":"AIJ J. Technol. Des."},{"@language":"ja","@value":"日本建築学会技術報告集"}],"dc:publisher":[{"@language":"en","@value":"Architectural Institute of Japan"},{"@language":"ja","@value":"一般社団法人 日本建築学会"}],"prism:publicationDate":"2008","prism:volume":"14","prism:number":"28","prism:startingPage":"417","prism:endingPage":"422"},"reviewed":"false","url":[{"@id":"http://id.ndl.go.jp/bib/9677410"},{"@id":"https://ndlsearch.ndl.go.jp/books/R000000004-I9677410"},{"@id":"https://www.aij.or.jp/paper/detail.html?productId=280972"}],"availableAt":"2008","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=Coupled%20vibration","dc:title":"Coupled vibration"},{"@id":"https://cir.nii.ac.jp/all?q=Viscous%20damper","dc:title":"Viscous damper"},{"@id":"https://cir.nii.ac.jp/all?q=Response%20control%20effect","dc:title":"Response control effect"},{"@id":"https://cir.nii.ac.jp/all?q=Earthquake%20response","dc:title":"Earthquake response"},{"@id":"https://cir.nii.ac.jp/all?q=Wind%20response","dc:title":"Wind response"},{"@id":"https://cir.nii.ac.jp/all?q=%E9%80%A3%E7%B5%90%E5%88%B6%E6%8C%AF","dc:title":"連結制振"},{"@id":"https://cir.nii.ac.jp/all?q=%E7%B2%98%E6%80%A7%E3%83%80%E3%83%B3%E3%83%91%E3%83%BC","dc:title":"粘性ダンパー"},{"@id":"https://cir.nii.ac.jp/all?q=%E5%88%B6%E6%8C%AF%E5%8A%B9%E6%9E%9C","dc:title":"制振効果"},{"@id":"https://cir.nii.ac.jp/all?q=%E5%9C%B0%E9%9C%87%E5%BF%9C%E7%AD%94","dc:title":"地震応答"},{"@id":"https://cir.nii.ac.jp/all?q=%E9%A2%A8%E5%BF%9C%E7%AD%94","dc:title":"風応答"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1050282810815035136","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Automatic generation of smart earthquake-resistant building system: Hybrid system of base-isolation and building-connection"}]},{"@id":"https://cir.nii.ac.jp/crid/1360004237214454272","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Smart passive control of buildings with higher redundancy and robustness using base-isolation and inter-connection"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001204541937536","@type":"Article","relationType":["isReferencedBy","isCitedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"The Tend of High-Rised Reinforced Concrete Building in Kansai Area"},{"@language":"ja","@value":"関西での超高層RC造建物の動向"},{"@language":"ja-Kana","@value":"カンサイ デ ノ チョウコウソウ RCゾウ タテモノ ノ ドウコウ"},{"@value":"地域に根ざしたコンクリート技術／６．地域に根ざしたコンクリート構造物　　関西での超高層ＲＣ造建物の動向"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205455070848","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Data Analysis on Structural Characteristics of RC High-rise buildings in Japan"},{"@language":"ja","@value":"高層RC造建物の構造特性データ分析"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282763118944512","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Structural Design of High-Rise RC Buildings using Coupled Vibration Control System"},{"@language":"ja","@value":"連結制振構造を利用した超高層RC造建物の構造設計"},{"@language":"ja-Kana","@value":"レンケツ セイシン コウゾウ オ リヨウ シタ チョウコウソウ RCズクリ タテモノ ノ コウゾウ セッケイ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390856760328457600","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"PROPOSAL OF DAMPER WITH LARGE DEFORMATION CAPACITY USING HIGH DAMPING RUBBER BEARING AND DYNAMIC PERFORMANCE TEST UNDER ALMOST ZERO COMPRESSIVE STRESS"},{"@language":"ja","@value":"高減衰積層ゴム支承を用いた大振幅対応型ダンパーの提案と略ゼロ面圧下における動的性能確認試験"}]}],"dataSourceIdentifier":[{"@type":"JALC","@value":"oai:japanlinkcenter.org:0031985393"},{"@type":"NDL_SEARCH","@value":"oai:ndlsearch.ndl.go.jp:R000000004-I9677410"},{"@type":"CROSSREF","@value":"10.3130/aijt.14.417"},{"@type":"CIA","@value":"110007070442"},{"@type":"CROSSREF","@value":"10.12989/eas.2013.4.6.649_references_DOI_GgD39UCIpyQzditIOwYFUkkVC4J"},{"@type":"CROSSREF","@value":"10.1016/j.heliyon.2016.e00069_references_DOI_GgD39UCIpyQzditIOwYFUkkVC4J"},{"@type":"CROSSREF","@value":"10.3151/coj.48.1_131_references_DOI_GgD39UCIpyQzditIOwYFUkkVC4J"},{"@type":"CROSSREF","@value":"10.3130/aijt.28.1160_references_DOI_GgD39UCIpyQzditIOwYFUkkVC4J"},{"@type":"CROSSREF","@value":"10.3151/coj.56.4_287_references_DOI_GgD39UCIpyQzditIOwYFUkkVC4J"}]}