Mechanical behavior and track geometry evaluation of long-span cable-stayed bridges with ballastless tracks-Reference-Cited by-同舟云学术

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Mechanical behavior and track geometry evaluation of long-span cable-stayed bridges with ballastless tracks

Published:2024-02-29 Issue: Volume: Page:1-14
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Zhu Zhihui¹²^ORCID,Ren Zengzhen²,Zheng Weiqi¹²,Liu Wenshuo¹²^ORCID,Li Diping³,Ma Guang⁴

Affiliation:

1. National Engineering Research Center of High-Speed Railway Construction Technology, Central South University, Changsha, China

2. School of Civil Engineering, Central South University, Changsha, China

3. China Railway Siyuan Survey & Design Grp Co Ltd, Wuhan, China

4. Third Railway Survey & Design Inst Grp Corp, Tianjin, China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hunan Province of China

Hunan Provincial Science and Technology Promotion Talent Project

Frontier Cross Research Project of Central South University

Science and Technology Research and Development Program Project of China Railway Group Limited

Natural Science Foundation of Hunan

Scientific Research Project of Hunan Provincial Department of Education

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2320694

Reference38 articles.

1. A New Wheel/Rail Spatially Dynamic Coupling Model and its Verification

2. Applicability of small resistance fastener on long-span continuous bridges of high-speed railway

3. Usage Analysis and Evaluation of Slab Track Constructions

4. Slab track: Review of existing systems and optimization potentials including very high speed

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