木造軸組大壁耐力壁の面材相互の接触を考慮した抵抗機構と耐力に関する解析的研究
Author:
Affiliation:
1. General Building Research Corporation of Japan, Structure Lab
2. RISH, Kyoto University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/88/814/88_1674/_pdf
Reference8 articles.
1. 1) Japan Housing and Wood Technology Center:Allowable Stress Design of Wooden Houses with Post and Beam Construction System 2017, p.198, 203, 2017 (in Japanese) 日本住宅・木材技術センター:木造軸組工法住宅の許容応力度設計 2017 年度版,2017
2. 2) Murakami M. Inayama M.:Formulae to Predict the Elastic and Plastic Behavior of Sheathed Walls with Any Nailing Arrangement Pattern, Journal of Structural Construction Engineering (Transactions of AIJ), No.519, pp.87-93, 1999.5 (in Japanese) 村上雅英, 稲山正弘:任意の釘配列で打たれた面材壁の弾塑性挙動の予測式, 日本建築学会構造系論文集, 第 519 号, pp.87-93, 1995, DOI https://doi.org/10.3130/aijs.64.87_2
3. 3) Murakami M. Haibara K.:Study on Examination Method of Shear Force Acting on Connections between Joint Members of Sheets and Columns in Sheathed Shear Walls (Transactions of AIJ), No.798, pp.780-788, 2022 (in Japanese) 村上雅英, 灰原和人:面材張り大壁の受材・間柱と柱の仕口のせん断検定法に関する研究, 日本建築学会構造系論文集, 第 798 号, pp.780-788, 2022, DOI https://doi.org/10.3130/aijs.87.780
4. 4) Nicolas Richard, Motoi Yasumura, Luc Davenne:Prediction of seismic behavior of wood-framed shear walls with openings by pseudodynamic test and FE model, Journal of Wood Science 2003 49:23, 145-151, 2003, DOI https://doi.org/10.1007/s100860300023
5. 5) Single Shear Properties and Deformation Behavior of Nailed Joints Using Various Structural Panel Materials, Journal of the Japan Wood Research Society, Vol. 26, No.64, pp.934-939, 2020 (in Japanese) 小川敬多, 原田真樹, 渋沢龍也, 宮本康太:各種構造用面材を用いた釘接合部の一面せん断特性と変形性状の把握, 木材学会誌, 64 巻, 4 号, pp.149-148, 2018, DOI https://doi.org/10.2488/jwrs.64.139
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