Experimental and Analytical Studies of Continuous Steel-Stringer Lateral-Torsional Buckling Resistance

Author:

Sun Chuanbing “Shawn”1ORCID,Babarinde Oluwatobi2,Kuruppuarachchi Dinesha3,Linzell Daniel G.4ORCID,Puckett Jay A.5,Rageh Ahmed6ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Construction Management, California State Univ., 18111 Nordhoff St., Northridge, CA 91330 (corresponding author). ORCID: .

2. Project Consultant, Simpson Gumpertz & Heger Inc., 480 Totten Pond Rd., Waltham, MA 02451.

3. Project Engineer, Crosby Group, 155 Bovet Rd., Suite 550, San Mateo, CA 94402.

4. Associate Dean and Leslie D. Martin Professor, Dept. of Civil and Environmental Engineering, Univ. of Nebraska–Lincoln, 114L Othmer Hall, P.O. Box 880642, Lincoln, NE 68588. ORCID: .

5. Professor, Durham School of Architectural Engineering and Construction, Univ. of Nebraska–Lincoln, 1110 S. 67th St., Omaha, NE 68106.

6. Project Engineer, SDR Engineering Consultant Inc., Tallahassee, FL 32308. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. AASHTO. 2016. Manual for bridge evaluation. 2nd ed., with 2011, 2013, 2014, 2015, and 2016 Interim Revisions. Washington, DC: AASHTO.

2. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

3. Finite element analysis of cellular circle cofferdam for wet soil;Al-Murshidi K. R.;Kufa J. Eng.,2014

4. ANSYS. 2022. Structural analysis guide. Canonsburg PA: ANSYS.

5. Distortional buckling of I-beams;Attard M. M.;J. Struct. Div.,1986

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1. Experimental Behavior of a Steel Girder–Stringer–Floorbeam Bridge;Transportation Research Record: Journal of the Transportation Research Board;2024-03-21

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