Numerical and Theoretical Analysis of Slab Transverse-Moment Distributions in Twin-Girder Crossbeam Composite Bridges-Reference-Cited by-同舟云学术

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Numerical and Theoretical Analysis of Slab Transverse-Moment Distributions in Twin-Girder Crossbeam Composite Bridges

Published:2020-03 Issue:3 Volume:25 Page:04020004
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xiang Da¹,Liu Yuqing²,Yang Fei³^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

2. Professor, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

3. Ph.D. Student, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001527

Reference32 articles.

1. Efficient nonlinear finite element modeling of slab on steel stringer bridges

2. Design development of steel-concrete composite bridges in France

3. State-of-the-art of research and engineering application of steel-concrete composite bridges in China;Chen B. C.;J. Build. Struc.,2013

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1. Transverse moment distribution of slabs in steel-concrete multi-girder composite bridges with crossbeams;Journal of Constructional Steel Research;2024-11

2. Experimental research on curved continuous steel-concrete composite twin I-girder bridge;Structures;2023-08

3. Theoretical Method to Predict Internal Force of Crossbeam in Steel–Concrete Composite Twin I-Girder Bridge under Torsional Loading;Applied Sciences;2023-05-30

4. Transverse Bending Analysis of Twin-Cell Concrete Box Girder Bridges Using Simplified Frame Analysis;Practice Periodical on Structural Design and Construction;2023-05

5. Analytical solution for quick decision of tied–arch bridge parameters at early-design stage based on Hellinger–Reissner variational method;Structures;2022-10

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