Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge-Reference-Cited by-同舟云学术

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Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge

Published:2024-01 Issue:1 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shi Zhou¹^ORCID,Li Yingming²,Yang Yi²,Zhao Xupo²,Yu Wanqing²

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China (corresponding author). ORCID: .

2. Master’s Student, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China.

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-6425

Reference26 articles.

1. Aas-Jakobsen, K. 1970. Fatigue of concrete beams and columns. Trondheim, Norway: Norwegian.

2. Fatigue behavior of fiber-reinforced concrete in compression

3. CEN (European Committee for Standardization). 2004. Design of composite steel and concrete structures—Part 1–2. Eurocode 4 EN 1994-1-2. Brussels, Belgium: CEN.

4. CEN (European Committee for Standardization). 2005. Design of steel structures—Part 1–9: Fatigue. Eurocode 3 EN 1993-1-9. Brussels, Belgium: CEN.

5. Structural Performance and Strength Prediction of Steel-to-Concrete Box Girder Deck Transition Zone of Hybrid Steel-Concrete Cable-Stayed Bridges

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