Influence of Local Deformation Mode of Cable-Stayed Bridge on Unballasted Tracks: Experimental Research
Author:
Affiliation:
1. School of Civil Engineering Central South University, Changsha 410075, China
2. Changjiu Intercity Railway Co. Ltd., Nanchang 330002, China
3. Jiangxi Corporation of Shanghai-Kunming High Speed Railway, Nanchang 330000, China
Abstract
Funder
China Railway Corporation
Publisher
Hindawi Limited
Subject
Civil and Structural Engineering
Link
http://downloads.hindawi.com/journals/ace/2020/2316524.pdf
Reference23 articles.
1. Slab track: Review of existing systems and optimization potentials including very high speed
2. A numerical study on the fatigue life design of concrete slabs for railway tracks
3. Stress and Deflection Parametric Study of High-Speed Railway CRTS-II Ballastless Track Slab on Elevated Bridge Foundations
Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Experimental and numerical testing of prototypical under ballast mats (UBMs) produced from deconstructed tires – The effect of mat thickness;Construction and Building Materials;2023-03
2. Analysis of the Influence of Fatigue Strength of Prototype Under Ballast Mats (UBMs) on the Effectiveness of Protection against Vibration Caused by Railway Traffic;Materials;2021-04-22
3. Analytical study on high-speed railway track deformation under long-term bridge deformations and interlayer degradation;Structures;2021-02
4. Use of Rubber Mat to Improve Deformation Behaviors of Ballastless Tracks Laid on Bridges;Advances in Civil Engineering;2020-08-17
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3