HORIZONTAL STIFFNESS OF BRACING FRAME AND EFFECTIVE LENGTH FACTOR OF LONG COLUMN IN ATRIUM
Author:
Affiliation:
1. The University of Kitakyushu
2. Faculty of Environmental Eng., The University of Kitakyushu
3. Graduate School of Environmental Eng., The University of Kitakyushu
Publisher
Architectural Institute of Japan
Link
https://www.jstage.jst.go.jp/article/aijs/89/820/89_615/_pdf
Reference27 articles.
1. 1) Architectural Institute of Japan: AIJ Standard for Allowable Stress Design of Steel Structures, 2019 (in Japanese) 日本建築学会：鋼構造許容応力度設計規準, 2019
2. 2) Architectural Institute of Japan: AIJ Recommendations for Plastic Design of Steel Structures, 2017 (in Japanese) 日本建築学会：鋼構造塑性設計指針・同解説, 2017
3. 3) Tsuda, K: Simplified Design Formula for Effective Length of Column in Unbraced Frame, Journal of Structural and Construction Engineering (Transactions of AIJ), No.545, pp.151-155, 2001 (in Japanese) 津田惠吾：節点移動のある均等な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, No. 545, pp.151-155, 2001 (https://doi.org/10.3130/aijs.66.151_2 )
4. 4) Tsuda, K.: Simplified Design Formula for Effective Length of Column in Braced Frame, Journal of Structural and Construction Engineering (Transactions of AIJ), No.553, pp.129-134, 2002 (in Japanese) 津田惠吾：節点移動のない均等な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, No. 553, pp.129-134, 2002 (https://doi.org/10.3130/aijs.67.129_1 )
5. 5) 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 (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 (https://doi.org/10.3130/aijs.72.141_1 )
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