Rapid evaluation of the high-speed railway bridge vertical deformation threshold and train operation safety performance based on the virtual track inspection method

Author:

Liu Zixuan,Wang Ping,Chen Rong,Xu Tengfei

Funder

National Key Research and Development Program of China

Natural Science Foundation of Sichuan Province

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Mapping relationship between pier settlement and rail deformation of high-speed railways-part (I): The unit slab track system;Chen;Sci. China. Technol. Sc.,2014

2. Mapping relationship between pier settlement and rail deformation of high-speed railways-part (II): The longitudinal connected ballastless track system;Chen;Sci. China. Technol.,2014

3. Effect of bridge lateral deformation on track geometry of high-speed railway;Gou;Steel. Compos. Struct.,2018

4. Mapping vertical bridge deformations to track geometry for high-speed railway;Gou;Steel. Compos. Struct.,2019

5. Response of a train moving on multi-span railway bridges undergoing ground settlement;Yau;Eng. Struct.,2009

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