STABILITY INDEX AND EFFECTIVE LENGTH FACTOR
Author:
Affiliation:
1. Faculty of Environmental Eng., The University of Kitakyushu
2. The University of Kitakyushu
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/86/786/86_1259/_pdf
Reference14 articles.
1. 1) Architectural Institute of Japan : AIJ Recommendations for Plastic Design of Steel Structures, 2017.2 (in Japanese) 日本建築学会:鋼構造塑性設計指針, 2017.2
2. 2) Architectural Institute of Japan: Recommendations for Limit State Design of Steel Structures, 2010.2 (in Japanese) 日本建築学会:鋼構造限界状態設計指針・同解説, 2010.2
3. 3) Kido, M. and Tsuda, K. : Simplified Design Formula for Effective Length of Column in Symmetrical Frames with Bracing, Journal of Structural and Construction Engineering (Transactions of AIJ), No.611, pp.141-147, 2007.1(in Japanese) 城戸將江, 津田惠吾:均等なブレース付き骨組の柱材の実用座屈長さ評価式, 日本建築学会構造系論文集, 第 611 号, pp.141-147, 2007.1
4. 4) Kido, M. and Tsuda, K. : Evaluation of PΔ Moment and the Effect on Deformation of Columns in Symmetrical Frames, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.85, No.767, pp.151-157, 2020.1(in Japanese) 城戸將江, 津田惠吾:均等な骨組における柱材の PΔ モーメントの評価と変形に及ぼす影響, 日本建築学会構造系論文集, Vol. 85, No. 767, pp.151-157, 2020.1
5. 5) Kido, M. and Tsuda, K. : Evaluation of PΔ Effect for Symmetrical Braced Frames, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.85, No.771, pp.771-778, 2020.5 (in Japanese) 城戸將江, 津田惠吾:ブレース付き均等骨組における柱材の PΔ 効果の評価, 日本建築学会構造系論文集, Vol. 85, No. 771, pp.771-778, 2020.5
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1. EFFECTIVE LENGTH FACTOR OF LONG COLUMN IN ATRIUM WITH NON-SWAY BUCKLING;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-02-01
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