社寺建築物を構成する耐震要素の加算則に関する研究

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Published in構造工学論文集B Vol. 71B; pp. 306 - 317
Main Authors 先田, 葵衣, 宮本, 慎宏, 宇都宮, 直樹
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LanguageJapanese
Published 一般社団法人 日本建築学会 2025
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2436-6285
DOI10.3130/aijjse.71B.0_306

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Author 先田, 葵衣
宮本, 慎宏
宇都宮, 直樹
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  organization: 香川大学大学院創発科学研究科
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  fullname: 宮本, 慎宏
  organization: 香川大学創造工学部
– sequence: 1
  fullname: 宇都宮, 直樹
  organization: 近畿職業能力開発大学校 建築施工システム技術科
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References 8) N. Utsunomiya, M. Yamanaka, M. Matsushima:A Proposal of New Complete Test form of Wall Clay Blended with Fibers for Plastering, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.76, No.664, pp.1119-1124, 2011.06 (in Japanese) 宇都宮直樹,山中稔,松島学:藁スサを混合した新しい供試体の提案,日本建築学会構造系論文集,第76巻,第664号,pp.1119-1124,2011.06
12) N. Utsunomiya, M. Miyamoto, M. Yamanaka, M. Matsushima : Proposal of Mechanical Model for Estimation of Relationship Between Strength and Deformation of Mud Wall Based on Soil Mechanics -In case of mud wall with initial failure in shear- , Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.78, No.684, pp.363-368, 2013.02 (in Japanese) 宇都宮直樹,宮本慎宏,山中稔,松島学:土質力学に基づく土塗壁の耐力変形推定式の提案 -壁土のせん断破壊が卓越する場合- ,日本建築学会構造系論文集,第78巻,第684号,pp.363-368,2013.02
11) Architectsural Institute of Japan:Fundamental Theory of Timber engineering,pp.101-103,2010.12. (in Japanese) 日本建築学会:木質構造基礎理論,pp.101-103,2010.12
7) Architectural Institute of Japan:Fundamental Theory of Timber engineering,p.98,2010.12. (in Japanese) 日本建築学会:木質構造基礎理論,p.98,2010.12
14) R. Naito, A. Sakita, M. Miyamoto, N. Utsunomiya:Experimental Study on Seismic Performance Evaluation of Wooden Frame in Shrines and Temples Part 2 In Case of Wooden Siding Walls without Dowels, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan (Kanto), pp.745-746, 2024.08 内藤蓮,先田葵衣,宮本慎宏,宇都宮直樹:社寺建築物における木造軸組架構の耐震性能評価に関する実験的研究 その2 ダボ無し落とし込み板壁を有する場合,日本建築学会大会学術講演梗概集(関東),pp.745-746,2024.08
3) E. Shin, M. Sanuki, Y. Aoki, K. Fujita : Experimental Study on Traditional Joint of Column and Penetrating Beam Structual behavior of butsudan and hatto of Kenchoji-Temple Part 1, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.711, pp.757-766, 2015.05 辛殷美,讃岐将嗣,青木ゆい,藤田香織:継手を有する柱貫接合部の実験的研究 建長寺仏殿・法堂の構造性能評価 その1,日本建築学会構造工学論文集,第80巻,第711号,pp.757-766,2015.05
6) Methods of test for woods, JIS Z 2201, 2009 (in Japanese) 木材の試験方法,JIS Z 2201,2009
15) M. Miyamoto, N. Utsunomiya, S. Takahashi, M. Yamanaka, M. Matsushima:Estimation of Strength and Deformation Relationship of Mud Wall Considering Material Characteristics of Each Wall Clay, Journal of Technology and Design,Vol.20,No.46,pp.939-943,2014.10 (in Japanese) 宮本慎宏,宇都宮直樹,高橋繁二,山中稔,松島学:各層壁土の材料特性を考慮した土塗壁の耐力変形関係の推定,日本建築学会技術報告集,第20巻,第46号,pp.939-943,2014.10
13) Japan Housing and Wood Technology Center:Allowable Stress Design of Wooden Framework Construction House (2017), pp.300-301, 2019.09 (in Japanese) 財団法人日本住宅・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 年版),pp.300-301,2019.09
4) S. Murai, M. Miyamoto : Experimental Study on Structural Performance Evaluation of Column-to-Nuki Connection in Traditional Timber Shrines and Temples, Journal of Technology and Design, Vol.27, No.66, pp.714-719, 2021.06 (in Japanese) 村井颯希,宮本慎宏:社寺建築における柱貫接合部の構造性能評価に関する実験的研究,日本建築学会技術報告集,第27巻,第66号,pp.714-719,2021.06,(DOI:https://doi.org/10.3130/aijt.27.714)
1) H. Kawahara, M. Gotou, K. Aoki, M. Inayama, Y. Suzuki:Research on Estimation for Load-Deformation Curves of Mud-Walls with Opening Under Consideration of Bending of Columns, Journal of Technology and Design,Vol.22,No.51,pp.505-510,2016.06 (in Japanese) 河原大,後藤正美,青木謙治,稲山正弘,鈴木祥之:柱の曲げを考慮した有開口土塗壁の荷重-変形曲線推定に関する研究,日本建築学会技術報告集,第22巻,第51号,pp.505-510,2016.06
9) Agency for Cultural Affairs : Implementation Guidance for Basic Seismic Assessment of Important Cultural Properties (Buildings), pp.19-21, 2012.06 (in Japanese) 文化庁:重要文化財(建造物)耐震基礎診断実施要領,pp.19-21,2012.06
10) Architectural Institute of Japan : Design Manual for Engineered Timber Joints, pp.254-255, 2010.09 日本建築学会:木質構造接合部設計マニュアル,pp.254-255,2010.09
2) H. Maekawa, Y. Ohashi, N. Kawai, K. Kagawa, T. Nakagawa, S. Matsudome, H. Matono:Lateral Loading Tests of Wooden Houses with Traditional Details Part5 Load Displacement Relation by Addition of House’s Elements, Architectural Institute of Japan (Tokai), pp.473-474, 2012.09 前川秀幸,大橋好光,河合直人,加川啓介,中川貴文,松留愼一郎,的野博訓:伝統的構法による木造軸組住宅の実大水平加力実験 その5 構造要素の加算による荷重変形角関係の検討,日本建築学会学術講演梗概集(東海),pp.473-474,2012.09
5) M. Tsunashima, M. Miyamoto and N, Utsunomiya:Study on Seismic Performance Evaluation of Column-to-Kashiranuki Connection Considering Vertical Axial Force, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.70B, pp.96-103, 2024.04 (in Japanese) 綱島芽吹,宮本慎宏,宇都宮直樹:鉛直軸力の影響を考慮した柱-頭貫接合部の耐震性能評価に関する研究,日本建築学会構造工学論文集,第70B巻,pp.96-103,2024.04
References_xml – reference: 6) Methods of test for woods, JIS Z 2201, 2009 (in Japanese) 木材の試験方法,JIS Z 2201,2009
– reference: 2) H. Maekawa, Y. Ohashi, N. Kawai, K. Kagawa, T. Nakagawa, S. Matsudome, H. Matono:Lateral Loading Tests of Wooden Houses with Traditional Details Part5 Load Displacement Relation by Addition of House’s Elements, Architectural Institute of Japan (Tokai), pp.473-474, 2012.09 前川秀幸,大橋好光,河合直人,加川啓介,中川貴文,松留愼一郎,的野博訓:伝統的構法による木造軸組住宅の実大水平加力実験 その5 構造要素の加算による荷重変形角関係の検討,日本建築学会学術講演梗概集(東海),pp.473-474,2012.09
– reference: 3) E. Shin, M. Sanuki, Y. Aoki, K. Fujita : Experimental Study on Traditional Joint of Column and Penetrating Beam Structual behavior of butsudan and hatto of Kenchoji-Temple Part 1, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.711, pp.757-766, 2015.05 辛殷美,讃岐将嗣,青木ゆい,藤田香織:継手を有する柱貫接合部の実験的研究 建長寺仏殿・法堂の構造性能評価 その1,日本建築学会構造工学論文集,第80巻,第711号,pp.757-766,2015.05
– reference: 7) Architectural Institute of Japan:Fundamental Theory of Timber engineering,p.98,2010.12. (in Japanese) 日本建築学会:木質構造基礎理論,p.98,2010.12
– reference: 15) M. Miyamoto, N. Utsunomiya, S. Takahashi, M. Yamanaka, M. Matsushima:Estimation of Strength and Deformation Relationship of Mud Wall Considering Material Characteristics of Each Wall Clay, Journal of Technology and Design,Vol.20,No.46,pp.939-943,2014.10 (in Japanese) 宮本慎宏,宇都宮直樹,高橋繁二,山中稔,松島学:各層壁土の材料特性を考慮した土塗壁の耐力変形関係の推定,日本建築学会技術報告集,第20巻,第46号,pp.939-943,2014.10
– reference: 5) M. Tsunashima, M. Miyamoto and N, Utsunomiya:Study on Seismic Performance Evaluation of Column-to-Kashiranuki Connection Considering Vertical Axial Force, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.70B, pp.96-103, 2024.04 (in Japanese) 綱島芽吹,宮本慎宏,宇都宮直樹:鉛直軸力の影響を考慮した柱-頭貫接合部の耐震性能評価に関する研究,日本建築学会構造工学論文集,第70B巻,pp.96-103,2024.04
– reference: 14) R. Naito, A. Sakita, M. Miyamoto, N. Utsunomiya:Experimental Study on Seismic Performance Evaluation of Wooden Frame in Shrines and Temples Part 2 In Case of Wooden Siding Walls without Dowels, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan (Kanto), pp.745-746, 2024.08 内藤蓮,先田葵衣,宮本慎宏,宇都宮直樹:社寺建築物における木造軸組架構の耐震性能評価に関する実験的研究 その2 ダボ無し落とし込み板壁を有する場合,日本建築学会大会学術講演梗概集(関東),pp.745-746,2024.08
– reference: 8) N. Utsunomiya, M. Yamanaka, M. Matsushima:A Proposal of New Complete Test form of Wall Clay Blended with Fibers for Plastering, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.76, No.664, pp.1119-1124, 2011.06 (in Japanese) 宇都宮直樹,山中稔,松島学:藁スサを混合した新しい供試体の提案,日本建築学会構造系論文集,第76巻,第664号,pp.1119-1124,2011.06
– reference: 9) Agency for Cultural Affairs : Implementation Guidance for Basic Seismic Assessment of Important Cultural Properties (Buildings), pp.19-21, 2012.06 (in Japanese) 文化庁:重要文化財(建造物)耐震基礎診断実施要領,pp.19-21,2012.06
– reference: 12) N. Utsunomiya, M. Miyamoto, M. Yamanaka, M. Matsushima : Proposal of Mechanical Model for Estimation of Relationship Between Strength and Deformation of Mud Wall Based on Soil Mechanics -In case of mud wall with initial failure in shear- , Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.78, No.684, pp.363-368, 2013.02 (in Japanese) 宇都宮直樹,宮本慎宏,山中稔,松島学:土質力学に基づく土塗壁の耐力変形推定式の提案 -壁土のせん断破壊が卓越する場合- ,日本建築学会構造系論文集,第78巻,第684号,pp.363-368,2013.02
– reference: 13) Japan Housing and Wood Technology Center:Allowable Stress Design of Wooden Framework Construction House (2017), pp.300-301, 2019.09 (in Japanese) 財団法人日本住宅・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 年版),pp.300-301,2019.09
– reference: 1) H. Kawahara, M. Gotou, K. Aoki, M. Inayama, Y. Suzuki:Research on Estimation for Load-Deformation Curves of Mud-Walls with Opening Under Consideration of Bending of Columns, Journal of Technology and Design,Vol.22,No.51,pp.505-510,2016.06 (in Japanese) 河原大,後藤正美,青木謙治,稲山正弘,鈴木祥之:柱の曲げを考慮した有開口土塗壁の荷重-変形曲線推定に関する研究,日本建築学会技術報告集,第22巻,第51号,pp.505-510,2016.06
– reference: 4) S. Murai, M. Miyamoto : Experimental Study on Structural Performance Evaluation of Column-to-Nuki Connection in Traditional Timber Shrines and Temples, Journal of Technology and Design, Vol.27, No.66, pp.714-719, 2021.06 (in Japanese) 村井颯希,宮本慎宏:社寺建築における柱貫接合部の構造性能評価に関する実験的研究,日本建築学会技術報告集,第27巻,第66号,pp.714-719,2021.06,(DOI:https://doi.org/10.3130/aijt.27.714)
– reference: 10) Architectural Institute of Japan : Design Manual for Engineered Timber Joints, pp.254-255, 2010.09 日本建築学会:木質構造接合部設計マニュアル,pp.254-255,2010.09
– reference: 11) Architectsural Institute of Japan:Fundamental Theory of Timber engineering,pp.101-103,2010.12. (in Japanese) 日本建築学会:木質構造基礎理論,pp.101-103,2010.12
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SubjectTerms 加算則
土塗壁
木造軸組架構
社寺建築物
落とし込み板壁
静的載荷実験
Title 社寺建築物を構成する耐震要素の加算則に関する研究
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