Failure mode of interlayer connection of longitudinally-connected ballastless track-bridge system under uneven pier settlement-Reference-Cited by-同舟云学术

Failure mode of interlayer connection of longitudinally-connected ballastless track-bridge system under uneven pier settlement

Published:2022-10 Issue: Volume:351 Page:128805
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Feng Yulin,Hou Yu,Jiang Lizhong,Zhou Wangbao,Li Hongyan,Yu Jian

Publisher

Elsevier BV

Subject

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

Reference29 articles.

1. Dynamic response of a three-beam system with intermediate elastic connections under a moving load/mass-spring;Feng;Earthq. Eng. Eng. Vib.,2020

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

3. Relationship between track stiffness and dynamic performance of vehicle–track–bridge system;Chen;Vehicle Syst. Dyn.,2021

4. An analytical solution to the mapping relationship between bridge structures vertical deformation and rail deformation of high-speed railway;Feng;Steel Compos. Struct.,2019

5. Comparison of single-pier settlement model and multi-pier settlement model in solving train-track-bridge interaction;Chen;Vehicle Syst. Dyn.,2021

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