EFFECT OF FORK RESTRAINT OF COLUMN ON LATERAL BUCKLING BEHAVIOR FOR H-SHAPED STEEL BEAMS WITH CONTINUOUS BRACES UNDER FLEXURAL MOMENT GRADIENT
Author:
Affiliation:
1. Graduate School of Engineering, Tohoku Univ.
2. JFE Civil Engineering & Construction Corp., Inc.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/87/793/87_316/_pdf
Reference29 articles.
1. 1) Suzuki, T. and Kimura Y.: Lateral Buckling of H-Shaped Beams with Warping Restraint of Beam-to Column Joints, Journal of Structural and Construction Engineering (Transactions of AIJ), No.537, pp.115-120, 2000.11 (in Japanese)
2. 2) Suzuki, T. and Kimura, Y.: Buckling Length of H-shaped Beams in Steel Rigid Frame, Journal of Structural and Construction Engineering (Transactions of AIJ), No.521, pp.127-132,1999.7 (in Japanese)
3. 3) Ikarashi, K., Tomo, N. and Wang T. (2011) Effect of Boundary Conditions and End Moment Ratio on Elastic Lateral Buckling Strength of H-shaped Beams, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.76, No.670, pp.2173-2181, 2011.12 (in Japanese)
4. 4) Kimura, Y., Miya, M., Liao., W.: Effect of Restraint for Continuous Braces on Lateral Buckling Load for H-Shaped Beams to Column Joint, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.83, No.751, pp.1353-1363, 2018.9 (in Japanese)
5. 5) Kimura, Y., Miya, M.: Effect of Warping Restraint of Beams to Column Joint on Lateral Buckling Behavior for H-Shaped Beams with Continuous Braces Under Gradient Flexural Moment, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.84, No.766, pp.1601-1611, 2019.12 (in Japanese)
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