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ドリフトピンを用いた集成材接合部の剛性および終局耐力に関する研究
https://nitech.repo.nii.ac.jp/records/4889
https://nitech.repo.nii.ac.jp/records/4889c6c4637c-3691-4a7f-9f51-42d8e471ba62
名前 / ファイル | ライセンス | アクション |
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本文_fulltext (873.2 kB)
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社団法人日本建築学会
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2012-11-07 | |||||
タイトル | ||||||
タイトル | ドリフトピンを用いた集成材接合部の剛性および終局耐力に関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | ドリフト ピン オモチイタ シュウセイザイ セツゴウブ ノ ゴウセイ オヨビ シュウキョク タイリョク ニカンスル ケンキュウ | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | A Study on Stiffness and Ultimates Strengths of Drift-Pin Joints of Glue-Laminated Wood Members | |||||
著者 |
小野, 徹郎
× 小野, 徹郎× 安藤, 健× 井戸田, 秀樹× 加藤, 征宏 |
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著者別名 | ||||||
姓名 | Idota, Hideki | |||||
書誌情報 |
日本建築学会構造系論文集 号 536, p. 101-107, 発行日 2000-10-30 |
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出版者 | ||||||
出版者 | 日本建築学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 13404202 | |||||
書誌レコードID(NCID) | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN10438559 | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
論文ID(NAID) | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | NAID | |||||
関連識別子 | http://ci.nii.ac.jp/naid/110004303925 | |||||
関連名称 | 110004303925 | |||||
内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | The purpose of this paper is to evaluate the stiffness and strengths of beam to column connections that have moment-resisting drift-pin joints based on the experimental results At first, the double-shear tests of glulam drift-pin joints are conducted in order to establish the bi-linear load-slip relations of drift-pin joints The stiffness and strengths of a drift-pin fastener are defined considering the loading angle and drift-pin joint spacing Next, the stiffness and strengths of the moment-resisting connections are evaluated using the bi-linear load-slip relations of drift-pin joints The proportional-limit of strengths is determined as the strength at the point that the first drift-pin yields The yield strength is considered as the strength at the point that the last drift-pin yield Thr maximum strength is determined as the strengths at the point that the first drift-pin lost the load bearing capacity Lastly, the accuracy of the evaluation method is discussed by comparing the calculated results using bi-linear load-slip relations of drift-pin joints with the results of bending tests of beam-to column connections | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf |