STABILITY INDEX AND EFFECTIVE LENGTH FACTOR

Author:

KIDO Masae1,TSUDA Keigo2

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

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

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

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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