RESTRAINT EFFECT ON LATERAL BUCKLING LOAD OF CONTINUOUS BRACED H-SHAPED BEAMS BASED ON PARTIAL FRAME LOADING TESTS-Reference-Cited by-同舟云学术

RESTRAINT EFFECT ON LATERAL BUCKLING LOAD OF CONTINUOUS BRACED H-SHAPED BEAMS BASED ON PARTIAL FRAME LOADING TESTS

Published:2022-07-01 Issue:797 Volume:87 Page:634-645
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

YOSHINO Yuki¹,LIAO Wang²,KIMURA Yoshihiro²

Affiliation:

1. National Institute of Technology, Sendai College / Tohoku University

2. Graduate School of Engineering, Tohoku University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/87/797/87_634/_pdf

Reference39 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), Vol.65, No.537, pp.115-120, 2000.11 (in Japanese)　DOI:https://doi.org/10.3130/aijs.65.115_4

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), Vol.64, No.521, pp.127-132, 1999.7 (in Japanese)　DOI:https://doi.org/10.3130/aijs.64.127_3

3. 3) Architectural Institute of Japan, AIJ: Design Standard for Steel Structures, 2019 (in Japanese)　日本建築学会：鋼構造設計規準, 2019

4. 4) Architectural Institute of Japan, AIJ: Recommendation 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

5. 5) Ikarashi, K., Tomo, N. and Wang T. : 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)

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