Vision-Based Large-Field Measurements of Bridge Deformations-Reference-Cited by-同舟云学术

Vision-Based Large-Field Measurements of Bridge Deformations

Published:2023-11 Issue:11 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Rajaei Shima¹,Hogsett Graham²^ORCID,Chapagain Biswash³,Banjade Suman⁴^ORCID,Ghannoum Wassim⁵^ORCID

Affiliation:

1. Ph.D. Candidate and Graduate Research Assistant, Dept. of Civil and Environmental Engineering and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX 78249 (corresponding author).

2. Structural Engineer, Bechtel Corporation, Houston, TX 77056. ORCID: .

3. Former Master’s Student, Dept. of Civil and Environmental Engineering and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX 78249.

4. Former Master’s Student, Dept. of Civil and Environmental Engineering and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX 78249. ORCID: .

5. Professor, Dept. of Civil and Environmental Engineering and Construction Management, Univ. of Texas at San Antonio, San Antonio, TX 78249. 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-5973

Reference57 articles.

1. AASHTO. 2019. Manual for bridge evaluation (3rd edition), with 2019 interim revisions. Washington, DC: AASHTO.

2. Alam, S. Y., and A. Loukili. 2010. “Application of digital image correlation to size effect tests of concrete. In Proc., 7th Int. Conf. on Fracture Mechanics of Concrete and Concrete Structures, edited by B. H. Oh, Seoul, Korea: Korea Concrete Institute.

3. Bridge Load Testing: State-of-the-Practice

4. Alampalli, S., D. M. Frangopol, J. Grimson, D. Kosnik, M. Halling, E. O. Lantsoght, J. S. Weidner, D. Y. Yang, and Y. E. Zhou. 2019. Primer on bridge load testing. Transportation Research Circular(E-C257). Washington, DC: Transportation Research Board.

5. Low-cycle fatigue performance of high-strength steel reinforcing bars considering the effect of inelastic buckling

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