EFFECT OF WARPING RESTRAINT OF BEAMS TO COLUMN JOINT ON LATERAL BUCKLING BEHAVIOR FOR H-SHAPED BEAMS WITH CONTINUOUS BRACES UNDER GRADIENT FLEXURAL MOMENT-Reference-Cited by-同舟云学术

EFFECT OF WARPING RESTRAINT OF BEAMS TO COLUMN JOINT ON LATERAL BUCKLING BEHAVIOR FOR H-SHAPED BEAMS WITH CONTINUOUS BRACES UNDER GRADIENT FLEXURAL MOMENT

Published:2019 Issue:766 Volume:84 Page:1601-1611
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:

KIMURA Yoshihiro¹,MIYA Mutsumi²

Affiliation:

1. Graduate School, Tohoku University

2. Tokyo Electric Power Company Holdings, Inc.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/84/766/84_1601/_pdf

Reference24 articles.

1. 1) Architectural Institute of Japan, AIJ : Design Standard for Steel Structures, 2005　日本建築学会 : 鋼構造設計規準, 2005

2. 2) 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

3. 3) 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)

4. 4) 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)

5. 5) Architectural Institute of Japan, AIJ : Recommendations for the Plastic Design of Steel Structures, 2017　日本建築学会 : 鋼構造塑性設計指針, 2017

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. DATABASE OF BUCKLING STIFFENING FOR ROOF MEMBERS BASED ON A SURVEY OF STEEL STRUCTURES IN TOHOKU PREFECTURE;AIJ Journal of Technology and Design;2024-06-20

2. Evaluation of Rotation Capacity and Bauschinger Effect Coefficient of I-Shaped Beams Considering Loading Protocol Influences;Buildings;2024-05-11

3. Rotational Stiffening Performance of Roof Folded Plates in Torsion Tests and the Stiffening Effect of Roof Folded Plates on the Lateral Buckling of H Beams in Steel Structures;Buildings;2024-04-19

4. Lateral Buckling Behavior and Plastic Deformation Performance of Continuously Braced H-Shaped Beams with Warp Restraint in Partial Frames;Lecture Notes in Civil Engineering;2023-12-12

5. A NEW BAR-BASED ELEMENT FOR BUCKLING ANALYSIS OF T-SECTIONS AND SIMILAR SECTIONS, AND APPLICATION TO SPATIAL STRUCTURES;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-10-01