PΔ EFFECT 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/85/776/85_1325/_pdf
Reference10 articles.
1. 1) Architectural Institute of Japan : AIJ Recommendations for Plastic Design of Steel Structures, 2017.2 (in Japanese)
2. 2) Architectural Institute of Japan : Recommendations for Limit State Design of Steel Structures, 2010.2 (in Japanese)
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)
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)
5. 5) American Institute of Steel Construction (AISC) : Specification for Structural Steel Buildings, 2016
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2. 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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