Development of Skewed Steel I-Girder Bridge Field Monitoring Strategy through Agency Survey and Numerical Simulation-Reference-Cited by-同舟云学术

Development of Skewed Steel I-Girder Bridge Field Monitoring Strategy through Agency Survey and Numerical Simulation

Published:2023-02 Issue:1 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

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

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author). ORCID: .

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000740

Reference23 articles.

1. AASHTO. 2017. Load and resistance factor design bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. ABAQUS/CAE. 2017. Dassault systems. Vélizy-Villacoublay, France: ABAQUS/CAE.

3. Synthesis of Bridge Approach Slab Behavior, Design, and Construction Practice

4. Freeseman, K., B. Phares, B. Shafei, and A. Kulkarni. 2019. Investigation of exterior girder rotation and the effect of skew during deck placement. Ames, IA: Iowa State Univ.

5. Greimann, L., B. M. Phares, Y. Deng, Y. Shryack, and J. Hoffman. 2014. Field monitoring of curved girder bridges with integral abutments. Ames, IA: Iowa State Univ.

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1. Long-Term Field Response of Skewed Steel I-Girder Bridge Superstructures under Thermal Variation;Journal of Performance of Constructed Facilities;2024-10

2. Field and Numerical Evaluation of Lateral Bending in Skewed Steel I-Girder Bridges during Deck Placement;Journal of Bridge Engineering;2024-02