Mapping relation between pier settlement and rail deformation of unit slab track system-Reference-Cited by-同舟云学术

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Mapping relation between pier settlement and rail deformation of unit slab track system

Published:2020-10 Issue: Volume:27 Page:1066-1074
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zhou Wangbao^ORCID,Nie Leixin,Jiang Lizhong,Feng Yulin^ORCID,Tan Zhihua,Chai Xilin

Funder

National Natural Science Foundations of China

Fundamental Research Funds for the Central Universities of Central South University

Hunan Innovative Provincial Construction Project

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. Recent development of design and construction of medium and long span high-speed railway bridges in china;Hu;Eng Struct,2014

2. Mechanical characteristics of modern tramcar-embedded track system due to differential subgrade settlement;Guo;Aust J Struct Eng,2017

3. Dynamic response analysis of a simply supported double-beam system under successive moving loads;Jiang;Appl Sci,2019

4. Dynamic performance of continuous railway bridges: numerical analyses and field tests;Gou;Proc Inst Mech Eng Part F-J Rail Rapid Transit,2018

5. The long-term creep and shrinkage behaviors of green concrete designed for bridge girder using a densified mixture design algorithm;Trong-Phuoc;Cem Concr Compos,2018

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1. Statistical running safety analysis of high-speed trains on beam bridges after long-term service;Structures;2024-09

2. Mapping thermal deformations of long-span arch bridge to CRTS Type I double-block ballastless tracks in high-speed railways;STEEL COMPOS STRUCT;2024

3. Analytical study on geometrical irregularity and internal loads of railways with CRTS I ballastless tracks on arch bridges subject to thermal effects;Structure and Infrastructure Engineering;2024-05-02

4. Impact of vertical girder deformations on the high-speed train operation performance;Structure and Infrastructure Engineering;2024-03-20

5. Analysis of settlement thresholds for a new ballastless track-concrete box subgrade structure;Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit;2024-02-19

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