Temperature Prediction of Flat Steel Box Girders of Long-Span Bridges Utilizing In Situ Environmental Parameters and Machine Learning-Reference-Cited by-同舟云学术

Temperature Prediction of Flat Steel Box Girders of Long-Span Bridges Utilizing In Situ Environmental Parameters and Machine Learning

Published:2022-03 Issue:3 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Zhi-wei¹^ORCID,Zhang Wen-ming²^ORCID,Zhang Yu-feng³,Liu Zhao⁴

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China. ORCID: .

2. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

3. Professorate Senior Engineer, State Key Laboratory of Safety and Health for In-service Long Span Bridges, Jiangsu Transportation Institute Co. Ltd., Nanjing 211112, China.

4. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China.

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.1943-5592.0001840

Reference49 articles.

1. AASHTO. 2012. LRFD bridge design specifications. Washington, DC: AASHTO.

2. Experimental analysis of temperature gradients in concrete box-girders

3. Breiman, L., J. H. Friedman, R. A. Olshen, and C. J. Stone. 1984. Classification and regression trees. Boca Raton, FL: CRC Press.

4. BSI (British Standards Institution). 1978. Steel, concrete and composite bridges—Part2: Specification for loads. BS 5400-2. London: BSI.

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