書誌事項
- タイトル別名
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- NUKI-TO-COLUMN JOINTS USING WEDGE CONTROLLED WITH SPRINGS FOR JAPANESE TRADITIONAL WOODEN FRAMES
- セツ ニ アラタ ナ キコウ オ フヨ シタ デントウ モクゾウ シャジ ケンチク ノ ハシラ-カンシグチ ノ テイアン
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説明
<p> The authors’ previous studies on the structural characteristics of Nuki-to-column joints using wedges for Japanese traditional wooden frames showed that the problem with such joints is the extraction of wedges due to cyclic loading. This paper proposes a joint with a spring device to solve this problem. The proposed joint maintains the embedment characteristics of joints at all times and retains the advantages of conventional Nuki-to-column joints. The proposed joint is a Nuki-to-column joint with a spring device attached to the wedge of the traditional joint.</p><p> We show the superiority of the proposed joint through full-scale and element tests, and demonstrate the possibility of practical application.</p><p> Chapter 1 describes the significance of this study.</p><p> Chapter 2 outlines the problem with the traditional joint and describes the proposed joint.</p><p> Chapter 3 shows the structural characteristics of the proposed joint through full-scale tests and demonstrates the superiority of the joint.</p><p> Chapter 4 shows the results of element tests that were conducted to examine the proposed spring device in detail. Furthermore, a method for determining the hysteretic characteristics of the joint based on element tests is demonstrated.</p><p> Chapter 5 shows the superiority of the proposed joint using evaluations of energy absorption and time history response displacement.</p><p> The following conclusions were obtained in this study:</p><p> 1) Through full-scale and element tests, this study showed that the parameters for the proposed joint are wedge type, spring constant, tree species, and wedge angle.</p><p> 2) The bending moment, stiffness, and bilinear hysteresis for the proposed joint were compared with those for a conventional joint. A method for determining the hysteretic characteristics of the joint based on element tests was demonstrated.</p><p> 3) A hysteretic model for the proposed joint was proposed for time history response analysis based on a bilinear-slip model.</p><p> 4) The proposed joint showed higher energy absorption performance than that for a conventional joint. The time history response analysis showed that the maximum response for the proposed joint was less than half that for the conventional joint.</p>
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 85 (769), 343-353, 2020
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390283659865824896
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- NII論文ID
- 130007821771
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 030301208
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDLサーチ
- Crossref
- CiNii Articles
- OpenAIRE
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- 抄録ライセンスフラグ
- 使用不可