As the demand for timber structures increases, the number of rigid frame with a high degree of spatial freedom is expected to increase. On the other hand, experimental methods for such structures have not yet been developed, and a solution is desired. This study aims to investigate a measurement method that can respond to the three-dimensional behavior of a two-directional timber rigid joint. We focused on the three-dimensional coordinates of loading points and the measurement of deformation characteristics of shear panels, and confirmed their validity by integrating the deformation components based on a mechanical model.
"},{"@language":"ja","@value":"As the demand for timber structures increases, the number of rigid frame with a high degree of spatial freedom is expected to increase. On the other hand, experimental methods for such structures have not yet been developed, and a solution is desired. This study aims to investigate a measurement method that can respond to the three-dimensional behavior of a two-directional timber rigid joint. We focused on the three-dimensional coordinates of loading points and the measurement of deformation characteristics of shear panels, and confirmed their validity by integrating the deformation components based on a mechanical model.
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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":"2024-06-20","prism:volume":"30","prism:number":"75","prism:startingPage":"698","prism:endingPage":"703"},"reviewed":"false","dcterms:accessRights":"http://purl.org/coar/access_right/c_abf2","url":[{"@id":"https://www.jstage.jst.go.jp/article/aijt/30/75/30_698/_pdf"}],"availableAt":"2024-06-20","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=%E4%B8%AD%E9%AB%98%E5%B1%A4%E6%9C%A8%E9%80%A0%E5%BB%BA%E7%AF%89%E7%89%A9","dc:title":"中高層木造建築物"},{"@id":"https://cir.nii.ac.jp/all?q=%E6%9C%A8%E8%B3%AA%E3%83%A9%E3%83%BC%E3%83%A1%E3%83%B3%E6%A7%8B%E9%80%A0","dc:title":"木質ラーメン構造"},{"@id":"https://cir.nii.ac.jp/all?q=%E3%81%9B%E3%82%93%E6%96%AD%E3%83%91%E3%83%8D%E3%83%AB","dc:title":"せん断パネル"},{"@id":"https://cir.nii.ac.jp/all?q=%E6%9F%B1%EF%BC%8D%E6%A2%81%E6%8E%A5%E5%90%88%E9%83%A8","dc:title":"柱－梁接合部"},{"@id":"https://cir.nii.ac.jp/all?q=Middle-to-high-rise%20wooden%20buildings","dc:title":"Middle-to-high-rise wooden buildings"},{"@id":"https://cir.nii.ac.jp/all?q=Timber%20rigid%20frame","dc:title":"Timber rigid frame"},{"@id":"https://cir.nii.ac.jp/all?q=Shear%20panel","dc:title":"Shear panel"},{"@id":"https://cir.nii.ac.jp/all?q=Beam-column%20joint","dc:title":"Beam-column joint"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1390001205603781504","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STUDY ON BEAM-COLUMN JOINT OF TIMBER SEMI-RIGID COUPLED FRAME USING JOINTS SCREWED WITH STEEL SIDE PLATES"},{"@language":"ja","@value":"鋼板ビス留め式２材合せ木質ラーメン構造の柱梁接合部に関する研究"},{"@value":"鋼板ビス留め式2材合せ木質ラーメン構造の柱梁接合部に関する研究 : パネルシアーを考慮した集成材-鋼板間ビス接合の解析式の提案"},{"@language":"ja-Kana","@value":"コウバン ビス トメ シキ 2ザイ アワセ キシツ ラーメン コウゾウ ノ ハシラ リョウセツゴウブ ニ カンスル ケンキュウ : パネルシアー オ コウリョ シタ シュウセイザイ-コウバン カン ビス セツゴウ ノ カイセキシキ ノ テイアン"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205604270464","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"3方向加力される鉄筋コンクリート立体隅柱梁接合部の耐震性能に関する実験研究"},{"@language":"en","@value":"SEISMIC PERFORMANCE OF REINFORCED CONCRETE CORNER BEAM-COLUMN JOINT UNDER TRI-DIRECTIONAL LOADING"},{"@language":"ja-Kana","@value":"3 ホウコウカリョク サレル テッキン コンクリート リッタイ スミバシラ リョウセツゴウブ ノ タイシン セイノウ ニ カンスル ジッケン ケンキュウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205604359808","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"鉄筋コンクリート造柱-梁接合部の一方向および二方向加力実験"},{"@language":"en","@value":"UNIDIRECTIONAL AND BIDIRECTIONAL LOADING TESTS ON REINFORCED CONCRETE BEAM-COLUMN JOINTS"},{"@value":"鉄筋コンクリート造柱-梁接合部の1方向および2方向加力実験"},{"@language":"ja-Kana","@value":"テッキン コンクリートゾウ チュウ ハリ セツゴウブ ノ 1ホウコウ オヨビ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390020444395936000","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"VARIOUS ISSUES IDENTIFIED IN A CASE STUDY OF BIDIRECTIONAL TIMBER RIGID STRUCTURE WITH GIR JOINTS"},{"@language":"ja","@value":"GIR接合を用いた木質2方向ラーメン構造の設計事例より抽出される諸課題"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680582094976","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STUDY ON THE BEAM-COLUMN JOINT OF TIMBER FRAME STRUCTURES USING LAGSCREWBOLTS AND SPECIAL CONNECTORS"},{"@value":"ラグスクリューボルトと特殊金物を用いた木質ラーメン構造の柱－梁接合部に関する研究"}]}],"dataSourceIdentifier":[{"@type":"JALC","@value":"oai:japanlinkcenter.org:2013129726"},{"@type":"CROSSREF","@value":"10.3130/aijt.30.698"},{"@type":"OPENAIRE","@value":"doi_________::dd1fea4ef342158d532b47ce68cd8bd6"},{"@type":"CROSSREF","@value":"10.3130/aijt.30.1241_references_DOI_POSACAoLcvT2GX9egnVfDi1Ki9X"}]}