TY - JOUR
T1 - Karpytųjų sijų tiltų greitojo geležinkelio linijose projektavimas ir statyba Kinijoje
T2 - Standartizacija ir industrializacija
AU - Dai, Gonglian
AU - Su, Miao
AU - Chen, Y. Frank
N1 - Funding Information:
The authors acknowledge the financial support by the National Natural Science Foundation of China (no. 51378503 and no. U13342023) and Hunan Provincial Innovation Foundation for Postgraduate (no. CX2015B050).
Publisher Copyright:
© 2016 Vilnius Gediminas Technical University (VGTU) Press Technika.
PY - 2016
Y1 - 2016
N2 - High-speed rail provides a safe, efficient, and economic transportation system for regions with high population density such as eastern China. To accommodate the rapid development of high-speed rails in China, the bridges with standard spans have been identified as the main infrastructure type. This article provides a state-of-the-art review on the design and construction of the standard simply-supported beam (simple beam) bridges for high-speed rails in China. The structural components discussed include the main girder, deck, and substructure. The live load models, deformation limiting values, and construction methods for the bridges are also discussed. Additionally, the experimental tests were conducted to verify the static and dynamic performances of the structure. The main objective of this paper is to provide the latest design and construction experience of Chinese standard simple beam bridges in high-speed rail and show how a quick and quality engineering has been achieved by utilizing these standardized bridges.
AB - High-speed rail provides a safe, efficient, and economic transportation system for regions with high population density such as eastern China. To accommodate the rapid development of high-speed rails in China, the bridges with standard spans have been identified as the main infrastructure type. This article provides a state-of-the-art review on the design and construction of the standard simply-supported beam (simple beam) bridges for high-speed rails in China. The structural components discussed include the main girder, deck, and substructure. The live load models, deformation limiting values, and construction methods for the bridges are also discussed. Additionally, the experimental tests were conducted to verify the static and dynamic performances of the structure. The main objective of this paper is to provide the latest design and construction experience of Chinese standard simple beam bridges in high-speed rail and show how a quick and quality engineering has been achieved by utilizing these standardized bridges.
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U2 - 10.3846/bjrbe.2016.32
DO - 10.3846/bjrbe.2016.32
M3 - Article
AN - SCOPUS:85012293544
SN - 1822-427X
VL - 11
SP - 274
EP - 282
JO - Baltic Journal of Road and Bridge Engineering
JF - Baltic Journal of Road and Bridge Engineering
IS - 4
ER -