Restraint Performance of Stud Connection during Lateral-Torsional Buckling under Synchronized In-Plane Displacement and Out-of-Plane Rotation-Reference-Cited by-同舟云学术

Restraint Performance of Stud Connection during Lateral-Torsional Buckling under Synchronized In-Plane Displacement and Out-of-Plane Rotation

Published:2020-04 Issue:4 Volume:146 Page:04020029
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Suzuki Atsushi¹^ORCID,Abe Kanako²,Kimura Yoshihiro³

Affiliation:

1. Structural Engineer, Oriental Consultants Global Co., Ltd., 9th Floor, Tokyo Opera City, 3-20-2, Nishi-shinjuku, Shinjuku Ward, Tokyo 163-1409, Japan (corresponding author). ORCID: .

2. Graduate Student, Graduate School of Engineering, Tohoku Univ., 6-6-11-1215, Aoba, Aramaki, Aoba Ward, Sendai, Miyagi 980-8565, Japan.

3. Professor, Graduate School of Engineering, Tohoku Univ., 6-6-11-1216, Aoba, Aramaki, Aoba Ward, Sendai, Miyagi 980-8565, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002582

Reference9 articles.

1. Inelastic buckling of I-beams with continuous elastic tension flange restraint

2. Distortional Buckling Solutions for Continuous Composite Beams

3. Rotational stiffness of continuous composite beams with sinusoidal-web profiles for lateral-torsional buckling

4. Iga H. Y. Koetaka J. Iyama and T. Hasegawa. 2013. “Experimental study of effect of lateral-buckling restrained wide-flange beam with concrete floor slab.” [In Japanese.] In Vol. 53 of Proc. Architectural Institute of Japan Kinki Chapter Annual Meeting 513–516. Tokyo: Architectural Institute of Japan.

5. Restraint effect of concrete floor slab on lateral-torsional buckling behavior of H-shaped steel beam;Koetaka Y.;Steel Constr. Eng. Jpn. Soc. Steel Constr.,2018

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