Field and Numerical Evaluation of Lateral Bending in Skewed Steel I-Girder Bridges during Deck Placement-Reference-Cited by-同舟云学术

Field and Numerical Evaluation of Lateral Bending in Skewed Steel I-Girder Bridges during Deck Placement

Published:2024-02 Issue:2 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhou Siang¹^ORCID,Fahnestock Larry A.²^ORCID,LaFave James M.²^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas Rio Grande Valley, 1201 W. Univ. Dr. EACSB 1.202, Edinburg, TX 78541 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6292

Reference20 articles.

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2. ABAQUS. 2020. Dassault systems . ABAQUS/CAE. Vélizy-Villacoublay France: ABAQUS/CAE. www.3ds.com.

3. Aktan, H. M., and U. Attanayake. 2020. Bridge structural analyses for staged construction and constructability reviews. SPR-1691. Lansing, MI: Michigan Dept. of Transportation Research Administration.

4. Ashiquzzaman, M., L. Hui, J. Schmeltz, C. Merino, B. Bozkurt, A. Ibrahim, W. Lindquist, and R. Hindi. 2016. Effectiveness of exterior beam rotation prevention systems for bridge deck construction. St Louis, MO: Saint Louis Univ..

5. Determination of bearing type effect on elastomeric bearing selection with SREI-CAD;Atmaca B.;Adv. Comput. Des.,2017

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