Manual Estimation of Elastic Lateral Torsional Buckling Resistance of I-Section Members with Cross-Section Transitions-Reference-Cited by-同舟云学术

Manual Estimation of Elastic Lateral Torsional Buckling Resistance of I-Section Members with Cross-Section Transitions

Published:2022-10 Issue:10 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Slein Ryan¹^ORCID,Sherman Ryan J.²^ORCID,White Donald W.³

Affiliation:

1. Research Affiliate, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30332-0355 (corresponding author). ORCID: . Emails:

2. Assistant Professor, Structural Engineering, Mechanics and Materials, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30332-0355. .

3. Professor, Structural Engineering, Mechanics and Materials, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30332-0355.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001931

Reference16 articles.

1. AASHTO. 2004. AASHTO LRFD Bridge Design Specifications. 3rd ed. Washington, DC: American Association of State and Highway Transportation Officials.

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

3. AISC. 2016. Specification for structural steel buildings. ANSI/AISC 360-16. Chicago: AISC.

4. Elastic lateral torsional buckling strength of monosymmetric stepped I-beams

5. Jeong W. Y. 2014. “Structural analysis and optimized design of general nonprismatic I-section members.” Doctoral dissertation Georgia Institute of Technology.

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