EFFECT OF THE ADJACENT MEMBER ON THE BUCKLING OF COLUMNS IN THE SWAY NOT PREVENTED FRAME

Author:

KIDO Masae1,NISHIMURA Takuma2,TSUDA Keigo3

Affiliation:

1. Faculty of Environmental Eng., The University of Kitakyushu

2. Graduate School of Environmental Eng., The University of Kitakyushu

3. The University of Kitakyushu

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference12 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: Recommendations for Limit State Design of Steel Structures, 2010 (in Japanese) 日本建築学会:鋼構造限界状態設計指針・同解説, 2010

3. 3) Architectural Institute of Japan: AIJ Recommendations for Stability Design of Steel Structures, 2018 (in Japanese) 日本建築学会:鋼構造座屈設計指針・同解説, 2018

4. 4) Architectural Institute of Japan: Stability Problems of Steel Structures 2022, 2022(in Japanese) 日本建築学会:鋼構造物の座屈に関する諸問題 2022, 2022

5. 5) Kido, M. and Tsuda, K. : Effective Length Factor of Long Column in Atrium with Non-sway Buckling- Frame with an atrium in the first floor-, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.88, No.804, pp.288-299, 2023 (in Japanese) 城戸將江, 津田惠吾 : 吹抜け層がある節点移動の無い骨組の中の長柱の座屈長さ係数について-1 層に吹抜け層がある骨組-, 日本建築学会構造系論文集, Vol.88, No.804, pp.288-299, 2023 (https://doi.org/10.3130/aijs.88.288 )

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