吹抜け長柱の座屈長さ係数評価に関するノート

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Published in鋼構造論文集 Vol. 32; no. 126; pp. 130 - 135
Main Authors 城戸, 將江, 津田, 惠吾, 西村, 拓真
Format Journal Article
LanguageJapanese
Published 一般社団法人 日本鋼構造協会 30.06.2025
Subjects
Gファクタ法
吹抜け柱
座屈荷重
座屈長さ係数
骨組の安定性
Online AccessGet full text
ISSN1880-9928
1884-0329
DOI10.11273/jssc.32.130

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Author 津田, 惠吾
西村, 拓真
城戸, 將江
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  fullname: 津田, 惠吾
  organization: 北九州市立大学
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  fullname: 西村, 拓真
  organization: 日本学術振興会
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References [5] 高田明伸，小野晋: 節点移動のある骨組中の吹き抜け柱の座屈長さ係数，日本建築学会構造系論文集，第829 号，pp.401-412，2025.3 (DOI: https://doi.org/10.3130/aijs.90.401)
Tsuda, K., Kido, M. and Nishimura, T.: Effective Length Factor of Long Column Whose Bracing Frame has Rigid Beams and its Simplified Evaluation Method, Journal of Structural and Construction Engineering, (Transactions of AIJ), Vol.89, No.826, pp.1459-1470, 2024.12 (in Japanese)
[8] 日本建築学会: 鋼構造座屈設計指針，1980.9
Suzuki, H., Morino, S. and Kawaguchi, J.: Approximate Method of Elastic Buckling Load Analysis for Irregular Rectangular Frames, Journal of Constructional Steel, Vol.1, pp.257-264, 1993.7 (in Japanese)
Yoshikai, S.: Requests to the Design Standards from the Perspective of a Designer, Panel discussion document of annual meeting AIJ, Structure division (SCCS), pp.59-62, 2016. 8 (in Japanese)
Mitani, I., Katahira, T., Ohtani, Y. and Hayashihara, K.: Buckling Load of Rigid Frame with Slender Columns, Journal of Structural and Construction Engineering, (Transactions of AIJ), No.557, pp.161-166, 2002.7 (in Japanese)
[7] 西村拓真，城戸將江：安定性指標を用いて算定した吹き抜け柱が混在する骨組のSway座屈荷重 その1 解析方法，日本建築学会九州支部研究報告 第64号，pp.257-260，2025.3
Takada A, Ono S: Effective Length Factor of Atrium Column in Unbraced Frame, Journal of Structural and Construction Engineering,(Transactions of AIJ), No.829, pp.401-412, 2025. 3 (in Japanese)
Architectural Institute of Japan: AIJ Recommendations for Stability Design of Steel Structures, 1980.9 (in Japanese)
[4] 柴田道生: 吹き抜け柱の座屈長さ，日本建築学会構造系論文集, No.567，pp.133-139，2003.5 (DOI: https://doi.org/10.3130/aijs.68.133)
[6] 津田惠吾，城戸將江，西村拓真：剛梁補剛骨組を持つ吹抜け長柱の座屈長さ係数とその実用算定法について，日本建築学会構造系論文集, Vol.89, No.826, pp.1459-1470, 2024.12 (DOI: https://doi.org/10.3130/aijs.89.1459)
[9] 鈴木博子, 森野捷輔, 川口淳: 不均等長方形骨組の弾性座屈荷重略算法，鋼構造年次論文報告集, 第1巻, pp.257-264, 1993.7
Architectural Institute of Japan: AIJ Standard for Allowable Stress Design of Steel Structures, 2019.10 (in Japanese)
Shibata M.: Effective Length of a Long Column in the Well, Journal of Structural and Construction Engineering, (Transactions of AIJ), No.567, pp.133-139, 2003. 5 (in Japanese)
Nishimura, T. and Kido, M: Buckling Load of a Frame with Mixed Long Columns Calculated using Stability Index -Part 1 Analysis method-, AIJ Kyushu Branch Research Report, No.64, pp.257-260, 2025.3 (in Japanese)
[1] 日本建築学会：鋼構造許容応力度設計規準，2019.10
[2] 吉貝滋：設計者の立場から規準に要望すること，2016年度日本建築学会大会構造部門(SCCS)パネルディスカッション資料, pp.59-62, 2016.8
[3] 三谷 勲，片平 崇，大谷恭弘，林原光司郎: 長柱が混在する純ラーメンの座屈荷重，日本建築学会構造系論文集, No.557，pp.161-166，2002.7 (DOI: https://doi.org/10.3130/aijs.67.161_1)
References_xml – reference: [7] 西村拓真，城戸將江：安定性指標を用いて算定した吹き抜け柱が混在する骨組のSway座屈荷重 その1 解析方法，日本建築学会九州支部研究報告 第64号，pp.257-260，2025.3
– reference: [1] 日本建築学会：鋼構造許容応力度設計規準，2019.10
– reference: [5] 高田明伸，小野晋: 節点移動のある骨組中の吹き抜け柱の座屈長さ係数，日本建築学会構造系論文集，第829 号，pp.401-412，2025.3 (DOI: https://doi.org/10.3130/aijs.90.401)
– reference: Tsuda, K., Kido, M. and Nishimura, T.: Effective Length Factor of Long Column Whose Bracing Frame has Rigid Beams and its Simplified Evaluation Method, Journal of Structural and Construction Engineering, (Transactions of AIJ), Vol.89, No.826, pp.1459-1470, 2024.12 (in Japanese)
– reference: [6] 津田惠吾，城戸將江，西村拓真：剛梁補剛骨組を持つ吹抜け長柱の座屈長さ係数とその実用算定法について，日本建築学会構造系論文集, Vol.89, No.826, pp.1459-1470, 2024.12 (DOI: https://doi.org/10.3130/aijs.89.1459)
– reference: [3] 三谷 勲，片平 崇，大谷恭弘，林原光司郎: 長柱が混在する純ラーメンの座屈荷重，日本建築学会構造系論文集, No.557，pp.161-166，2002.7 (DOI: https://doi.org/10.3130/aijs.67.161_1)
– reference: Takada A, Ono S: Effective Length Factor of Atrium Column in Unbraced Frame, Journal of Structural and Construction Engineering,(Transactions of AIJ), No.829, pp.401-412, 2025. 3 (in Japanese)
– reference: Shibata M.: Effective Length of a Long Column in the Well, Journal of Structural and Construction Engineering, (Transactions of AIJ), No.567, pp.133-139, 2003. 5 (in Japanese)
– reference: Architectural Institute of Japan: AIJ Recommendations for Stability Design of Steel Structures, 1980.9 (in Japanese)
– reference: [4] 柴田道生: 吹き抜け柱の座屈長さ，日本建築学会構造系論文集, No.567，pp.133-139，2003.5 (DOI: https://doi.org/10.3130/aijs.68.133)
– reference: [8] 日本建築学会: 鋼構造座屈設計指針，1980.9
– reference: [2] 吉貝滋：設計者の立場から規準に要望すること，2016年度日本建築学会大会構造部門(SCCS)パネルディスカッション資料, pp.59-62, 2016.8
– reference: Mitani, I., Katahira, T., Ohtani, Y. and Hayashihara, K.: Buckling Load of Rigid Frame with Slender Columns, Journal of Structural and Construction Engineering, (Transactions of AIJ), No.557, pp.161-166, 2002.7 (in Japanese)
– reference: Suzuki, H., Morino, S. and Kawaguchi, J.: Approximate Method of Elastic Buckling Load Analysis for Irregular Rectangular Frames, Journal of Constructional Steel, Vol.1, pp.257-264, 1993.7 (in Japanese)
– reference: Architectural Institute of Japan: AIJ Standard for Allowable Stress Design of Steel Structures, 2019.10 (in Japanese)
– reference: Nishimura, T. and Kido, M: Buckling Load of a Frame with Mixed Long Columns Calculated using Stability Index -Part 1 Analysis method-, AIJ Kyushu Branch Research Report, No.64, pp.257-260, 2025.3 (in Japanese)
– reference: Yoshikai, S.: Requests to the Design Standards from the Perspective of a Designer, Panel discussion document of annual meeting AIJ, Structure division (SCCS), pp.59-62, 2016. 8 (in Japanese)
– reference: [9] 鈴木博子, 森野捷輔, 川口淳: 不均等長方形骨組の弾性座屈荷重略算法，鋼構造年次論文報告集, 第1巻, pp.257-264, 1993.7
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SubjectTerms Gファクタ法
吹抜け柱
座屈荷重
座屈長さ係数
骨組の安定性
Title 吹抜け長柱の座屈長さ係数評価に関するノート
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Volume 32
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