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

Author:

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

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.

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