Lateral Torsional Buckling Response of Compact I-Shaped Welded Steel Girders-Reference-Cited by-同舟云学术

Lateral Torsional Buckling Response of Compact I-Shaped Welded Steel Girders

Published:2022-10 Issue:10 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ji Xiao Lin “Dimple”¹,Twizell Sheldon C.²,Driver Robert G.³^ORCID,Imanpour Ali⁴

Affiliation:

1. Master’s Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2; Design Engineer, Magnusson Klemencic Associates, No. 3200, 1301 5th Ave., Seattle, WA 98101.

2. Master’s Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2; Structural EIT, Dialog, No. 100, 10237 104 St., Edmonton, AB, Canada T5J 1B1.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9. ORCID: .

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003431

Reference28 articles.

1. Arasaratnam, P. 2005. Characteristics and behavior of plasma cut-welded H-shaped steel columns. Hamilton, ON: McMaster Univ.

2. Ballio, G., and F. Mazzolani. 2013. Theory and design of steel structures. New York: Chapman and Hall.

3. Boissonnade N. and H. Somja. 2012. “Influence of imperfections in FEM modeling of lateral torsional buckling influence of imperfections in FEM modeling of lateral torsional buckling.” In Proc. Annual Stability Conf. 1–15. Grapevine TX: Structural Stability Research Council.

4. An analysis of the performance of welded wide flange columns

5. Crisfield M. A. 1981. “A fast incremental/iterative solution procedure that handles Snap-through.” In Proc. Symp. on Computational Methods in Nonlinear Structural and Solid Mechanics 55–62. Crowthorne Berkshire: Transport and Road Research Laboratory.

Cited by 4 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. Lateral-torsional buckling of uniform and tapered welded I-section beams;Engineering Structures;2024-03

2. Lateral–Torsional and Distortional Buckling of I-Shaped Welded Steel Girders;Journal of Structural Engineering;2023-09

3. Lateral‐Torsional Buckling of welded I‐members with flame‐cut flanges: Experimental and numerical studies;ce/papers;2023-09

4. Impact of the fabrication process on the lateral–torsional buckling of welded I-section beams;Thin-Walled Structures;2023-07